Conference program
Please Sunday 20/06
| Accreditation Room Foyer | |
| Time | Item |
| 8-20 | Accreditation of the participants at the desk in the foyer |
| Welcome drink Room Palameeting | |
| Time | Item |
| 19-21 | Welcome drink (at Palameeting) |
Monday 21/06
| Accreditation Room Foyer | |
| Time | Item |
| 8:00 | Accreditation of the participants at the desk in the foyer |
| General session Room Rovereto | ||
| Time | Item | Presenter |
| 9:00 | Opening+Welcome | Ario Ceccotti |
| 9:05 | Program+Housekeeping | Jan-Willem van de Kuilen |
| 9:10 | Welcome address | Local authority |
| 9:15 | Keynote | Hans Blass |
| 10:00 | Coffee break |
| Session 1 Joints and fasteners 1 Room Gardalake | |||
| Time | Author | Title | ID |
| 10.40 | Bernd Köck | The Load-Deflection Behaviour of Halved Joints | 197 |
| 11:00 | Sandra Monteiro | Experimental and Numerical Assessment of the Mechanical Behaviour of Notched Timber-Concrete Joints | 193 |
| 11:20 | David W. Dinehart | A Viscoelastic Connection for Wood-Framed and Steel-Framed Gypsum Shearwalls | 180 |
| 11:40 | Javier Estévez | The Use of Adhesive Bulbs in the Inner End of Drills in Order to Improve the Axial Strength of Steel Threaded Bars Glued-In Timber | 152 |
| 12:00 | César Echavarría | Comparative Study of Fiberglass Reinforced Timber Joints Versus Bamboo Reinforced Timber Joints | 147 |
| Session 2 Grading and structural timber 1 Room Dolomite | |||
| Time | Author | Title | ID |
| 10.40 | Geoffrey N. Boughton | Revision of Australian MGP Stress Grades 2009 | 828 |
| 11:00 | Haibin Zhou | Bending Strength Adjustments for Moisture Content for Chinese Fir Structural Lumber | 812 |
| 11:20 | Markus Deublein | Real Time Quality Evaluation of Structural Timber | 680 |
| 11:40 | Telmo F. M. Morgado | Grading and Testing of Maritime Pine Roundwood | 648 |
| 12:00 | José Saporiti Machado | Predicting the Mechanical Behaviour of Solid Pine Timber Elements Through Non and Semi-Destructive Methods | 646 |
| Session 3 Finger joints and glued laminated timber 1 Room Trento | |||
| Time | Author | Title | ID |
| 10.40 | Tomi Toratti | Shear Strength of Glulam Beams under Arying Humidity Conditions | 58 |
| 11:00 | Kazumi Hijikata | Estimating Yield Strength of a Laminated Timber Beam with a Circular Through-Hole and Methods for Reinforcing such a Beam | 775 |
| 11:20 | Juan F. Correal | Structural Behavior of Glued Laminated Guadua Bamboo | 653 |
| 11:40 | Takeshi Ohuchi | Evaluation of Finger-Jointed Laminae for Glulam Timber by Acoustic Emission. Development of Evaluation System for Finger-Jointed Laminae with Starved Joints | 616 |
| Session 4 Composite structures 1 Room Verona | |||
| Time | Author | Title | ID |
| 10.40 | Massimo Fragiacomo | The Effect of Moisture and Temperature Variations on Timber-Concrete Composite Beams | 844 |
| 11:00 | Roberto Crocetti | Timber-Concrete Composite Structures with Prefabricated Frc Slab | 736 |
| 11:20 | Alfredo M. P. G. Dias | Non Linear Modelling of Timber-Concrete Composite Structures | 704 |
| 11:40 | Keith Crews | Development of Timber Concrete Composite Flooring in Australia and New Zealand | 676 |
| 12:00 | Wolfgang Winter | Load Bearing and Stiffening Timber-Glass-Composites (Tgc) | 818 |
| Session 5 Design and engineering tools 1 Room Venezia | |||
| Time | Author | Title | ID |
| 10.40 | Staffan Svensson | Including Moisture Induced Stresses in the Safety Format of Timber Structures | 486 |
| 11:00 | Vijaya Gopu | Impact of Hurricane Katrina on Wood Frame Construction Standards in the U.S. Gulf Coast Region | 707 |
| 11:20 | Vijaya Gopu | Critical Research Needs Identified by the Asce Workshop on Wood Engineering Challenges in the New Millennium | 703 |
| 11:40 | Kazuhiro Yamaguchi | Proposal of Shear Strength Formula Including Proportion Effects of Shear Planes | 631 |
| 12:00 | Lilita Ozola | Consideration on Design Models of Timber Structures | 623 |
| Session 6 Engineering wood products 1 Room Riva | |||
| Time | Author | Title | ID |
| 10.40 | Williams Muñoz | Lateral and Withdrawal Resistance of Connections in Cross Laminated Timber | 839 |
| 11:00 | Heinrich Kreuzinger | Timber Structures for Cottages in the Mountains, Olpererhütte Made by Cross Laminated Timber | 731 |
| 11:20 | Alessandra Gubana | Experimental Tests on Timber-to-Xlam Composite Section Beams | 550 |
| 11:40 | Peter Mestek | Cross Laminated Timber (Clt) - Reinforcements with Self-Tapping Screws | 549 |
| 12:00 | Thomas Bogensperger | Verification of Clt-Plates under Loads in Plane | 420 |
| 12:20 | Lunch break |
| Session 7 Joints and fasteners 2 Room Gardalake | |||
| Time | Author | Title | ID |
| 14.00 | Ulrich Hübner | Withdrawal Resistance of Screws in Common Ash (Fraxinus Excelsior L.) | 481 |
| 14.20 | Frank Brühl | Application Criteria for the Benefit of Plasticity within Timber Structures Due to Connection Ductility | 473 |
| 14.40 | Chul-Ki Kim | Effect of Moisture Content on Performance of Dowel-Type Connection | 439 |
| 15.00 | Mohammad Mohammad | Stiffness and Ductility of Bolted Connections | 837 |
| 15:20 | Mehrab Madhoushi | Influence of Wood Densification on Withdrawal Strength of Fasteners in Eastern Cottonwood (Populus Deltoides) | 709 |
| Session 8 Grading and structural timber 2 Room Dolomite | |||
| Time | Author | Title | ID |
| 14.00 | Zhao-hui Wang | Mechanical Stress Grading of Larch Sawn Timber from Northeastern China | 596 |
| 14.20 | Peter Stapel | Common Growth Areas in Europe with Regard to Different Grading Principles and Engineering Properties | 476 |
| 14.40 | Michela Nocetti | Machine Grading of Italian Structural Timber: Preliminary Results on Different Wood Species | 468 |
| 15.00 | Akihiro Matsumoto | The Effect of Using Hot-Press for Suppressing Surface Checks in Sugi Boxed Heart Square Timbers on Drying Process | 438 |
| 15.20 | Andreas Rais | Length Effect and Influence on the Yield of Different Types of Strength Grading Machines | 718 |
| Session 9 Finger joints and glued laminated timber 2 Room Trento | |||
| Time | Author | Title | ID |
| 14.00 | Gerhard Dill-Langer | Enhanced Reliability of Finger-Joints by Means of Advanced Proof Loading | 519 |
| 14.20 | Hideki Aoi | Applicability of Low Graded Glued Laminated Beam to Japanese Conventional House | 492 |
| 14.40 | Markus Knorz | Gluing Characteristics of Beech, Ash, Larch and Douglas Fir for Use in Glued Laminated Timber | 491 |
| 15.00 | Reiner Hofmann | Influence of Creep on the Lateral Torsional Buckling of Glued Laminated Timber Girders | 487 |
| 15.20 | Kristoffer Karlsson | Laboratory Load Test of Stress Laminated Glulam Timber Decks Until Failure | 455 |
| Session 10 Composite Structures 2 Room Verona | |||
| Time | Author | Title | ID |
| 14.00 | David Yeoh | Experimental and Analytical Performance of Lvl-Concrete Composite Floor Beams | 368 |
| 14.20 | Massimo Fragiacomo | Vibration Susceptibility of Multi-Span Lvl-Concrete Composite Floors | 259 |
| 14.40 | Massimo Fragiacomo | Time-Dependent Behavior of Composite Wood-Concrete Beams Made from Salvaged Utility Poles | 199 |
| 15.00 | Habib J. Dagher | Variable Prestressing of Frp-Reinforced Glulam Beams: Methodology and Behavior | 196 |
| 15.20 | Mizi Fan | Performance of Wood-Based Panel I-Beam Components | 222 |
| Session 11 Design and engineering tools 2 Room Venezia | |||
| Time | Author | Title | ID |
| 14.00 | Joseph R. Loferski | Systems Based Approach to Improving the Safety of Residential Wood Decks and Deck Guardrails | 534 |
| 14.20 | Ad J.M. Leijten | Global Unification of Test Standards and Code Design Rules for Compressive Strength Perpendicular to Grain | 60 |
| 14.40 | Maral Amini | Reliability Assessment of Roof Sheathing Performance in Light Wood Frame Structures Subjected to Wind Pressure | 835 |
| 15.00 | David O. Prevatt | Performance-Based Wind Engineering of Light-Framed Wood Residential Structural Systems | 239 |
| 15.20 | David V. Rosowsky | Toward a Performance-Based Procedure for Direct Displacement Design of Engineered Woodframe Structures | 77 |
| Session 12 Engineering wood products 2 Room Riva | |||
| Time | Author | Title | ID |
| 14.00 | Reinhard Stürzenbecher | Cross Laminated Timber: a Multi-Layer, Shear Compliant Plate and its Mechanical Behavior | 252 |
| 14.20 | Arne Gülzow | Non Destructive Evaluation of Stiffness Properties of Cross-Laminated Solid Wood Panels | 150 |
| 14.40 | Erik Serrano | Compression Strength Perpendicular to Grain in Cross-Laminated Timber (Clt) | 82 |
| 15.00 | Alessandro Palermo | Enhanced Performance of Longitudinally Post-Tensioned Long-Span Lvl Beams | 572 |
| 15.20 | Takuro Mori | Development of Reinforce Method for Bending Stiffness of Compound Beam Using Pin-Keyed Joint-Effect of Pin-Key Diameter | 560 |
| 15:40 | Coffee break |
| Session 13 Joints and fasteners 3 Room Gardalake | |||
| Time | Author | Title | ID |
| 16.20 | Pål Ellingsbø | Cantilevered Glulam Beam Fastened by Long Threaded Bars | 59 |
| 16.40 | Marc Oudjene | Experimental and Numerical Analyses of Single Double Shear Dowel-Type Timber Joints | 796 |
| 17.00 | Carmen Sandhaas | Embedment Tests and Ductility in Tropical Hardwood Species | 781 |
| 17.20 | Seiirhiro Ukyo | Damage Detection in Bolted Timber Connections Using Acoustic Emission Monitoring | 414 |
| 17.40 | Sebastián Varela Fontecha | Preliminary Study of Sheathing-to-Framing Connections with Glued Laminated Guadua Bamboo Panels | 706 |
| Session 14 Grading and structural timber 3 Room Dolomite | |||
| Time | Author | Title | ID |
| 16.20 | Francisco García Fernández | Use of Artificial Neural Networks in Timber Engineering: Calculating the Modulus of Elasticity Using Non-Destructive Testing | 330 |
| 16.40 | Hirofumi Ido | Evaluation of Shear Strength of Timber with Full-Scale Block Shear Method | 307 |
| 17.00 | Alpo Ranta-Maunus | Discussion on Basic Approaches in Machine Strength Grading | 283 |
| 17.20 | Michael smith | Investigation into the Physical Properties of Reclaimed Timber Beams, to Generate a Simplified Method of Regrading for Construction | 254 |
| 17:40 | Thomas Kruglowa | Density Calibration Using X-Ray Equipment for in-Situ Assessment of Timber Structures | 801 |
| Session 15 Finger joints and glued laminated timber 3 Room Trento | |||
| Time | Author | Title | ID |
| 16.20 | Tomaž Pazlar | Long Term Tests of Glulam Beams in Sheltered Outdoor Environment | 410 |
| 16.40 | Elisabet Kastner | Potential of Short Knot Free Lamellas for Glued Laminated Timber Production | 409 |
| 17.00 | Buan Anshari | Explore Novel Ways to Strengthen Glulam Beams by Using Compressed Japanese Cedar | 365 |
| 17.20 | Miljenko Haiman | Application of Glulam Beam Girders with External Pre-Stressing | 303 |
| 17.40 | Shiro Aratake | Bending Creep of Glulam Using Sugi Laminae with Extremely Low Young's Modulus for Inner Layers | 81 |
| Session 16 Composite structures 3 Room Verona | |||
| Time | Author | Title | ID |
| 16.20 | Elzbieta Lukaszewska | Static and Dynamic (Vibration) Performance of Composite Beams with Prefabricated Concrete Slab | 174 |
| 16.40 | Werner Seim | Development of Adhesive Bonded Timber-UHPC Composites | 98 |
| 17.00 | Mohammad Yahyaei Moayyed | Creep Response of Glulam Reinforced by a Novel Pre-Stressed FRP-Wood Composite System | 87 |
| 17.20 | Jerzy Jasienko | Numerical Analysis of Cfrp-Reinforced Wooden Beams under Bending | 851 |
| 17.40 | Carlito Calil Junior | Numerical Modeling Strategy for Analyzing the Behavior of Shear Connectors in Wood-Concrete Composite Systems | 52 |
| Session 17 Cultural heritage assessment 1 Room Venezia | |||
| Time | Author | Title | ID |
| 16.20 | Nimet Öztank | The Structural System and Analysis of Timber Construction Built in “Great Mosgue”, Turkey | 66 |
| 16.40 | Giulia Bettiol | Global Behaviour of the Row-Trusses of the Arsenale of Venice | 804 |
| 17.00 | Thomas Tannert | In-Situ Assessment of Structural Timber: Rilem TC 215 - Update on Activities and Findings | 741 |
| 17.20 | Mehrab Madhoushi | School of Taghavi: a Historical Timber Structure in Iran | 710 |
| 17.40 | Akihisa Kitamori | Mechanical Analysis of Lateral Loading Behavior on Japanese Traditional Frame Structure Depending on the Vertical Load | 698 |
| Session 18 Engineering wood products 3 Room Riva | |||
| Time | Author | Title | ID |
| 16.20 | Rakesh Gupta | Effect of Heat on the Mechanical Properties of Wood and Wood Composite | 527 |
| 16.40 | Peggi L. Clouston | Length Effects in the Orthotropic Directions of Structural Composite Lumber | 507 |
| 17.00 | Yasunobu Noda | Development of Compressed Cross-Lapped Corner Members for Rigid Frames | 471 |
| 17.20 | Andreas Heiduschke | Load-Carrying Behavior of Fiber Reinforced Wood Profiles | 442 |
| 17.40 | Manoochehr Ardalany | Numerical Investigations of the Load Carrying Capacity of Laminated Veneer Lumber (Lvl) Joists with Holes | 335 |
| 19:00 | Welcome ceremony |
Tuesday 22/06
| Session 19 Joints and fasteners 4 Room Gardalake | |||
| Time | Author | Title | ID |
| 8.30 | Massimo Fragiacomo | Moment Joints in Timber Fames Using Glued-In Steel Rods: Experimental Investigation of Long Term Performance. | 705 |
| 8.50 | Hiroki Fukazawa | Fundamental Research into Adhesive Screw Bolted for Glue Laminated Timber Connection | 635 |
| 9.10 | Kazuki Tachibana | Evaluation of the Neeswood Capstone Test Specimen Using Japanese Building Codes | 634 |
| 9.30 | Kenji Kobayashi | Estimation Method on Stiffness and Strength of Single Shearing Screw Joints with Steel Side Plates | 626 |
| 9.50 | Ernst Gehri | High Performing Jointing Technique Using Glued-In Bars | 619 |
| Session 20 Grading and structural timber 4 Room Dolomite | |||
| Time | Author | Title | ID |
| 8.30 | Kwang-Mo Kim | Comparison between Tensile and Compressive Young’s Modulus of Structural Lumber | 232 |
| 8.50 | Andreas Eiser | Tensile Proof Loading - Another Way to a Complete Quality Assurance | 229 |
| 9.10 | Adriano Ballarin | Portable Hardness Tester for Timber Classification | 212 |
| 9.30 | Rune Ziethén | Machine Strength Grading - “Output Control” As a Method for Production Control | 191 |
| 9.50 | Anders Olsson | Prediction of Timber Bending Strength Based on Dynamic Excitation and Higher Bending Modes | 144 |
| Session 21 Finger joints and glued laminated timber 4 Room Trento | |||
| Time | Author | Title | ID |
| 8.30 | Enchun Zhu | Simulation of Residual Stress in Curved Glulam Beam During Manufacture | 284 |
| 8.50 | Reinhard Brandner | Glued Laminated Timber in Bending: Thoughts, Experiments, Models and Verification | 208 |
| 9.10 | Humihiko Gotou | Shear Characteristics of Steel-Plate-Inserted Glulam Beams | 188 |
| 9.30 | Matthias Frese | System Effects in Continuous Glulam Beams | 107 |
| 9.50 | Antonio Lorenzo Mendicino | A Computational Method for Crack Growth in Glulam under Variable Humidity Conditions | 288 |
| Session 22 Road and hydraulic structures 1 Room Verona | |||
| Time | Author | Title | ID |
| 8.30 | James P. Wacker | Nondestructive Evaluation of Timber Highway Guardrail Posts | 565 |
| 8.50 | Jin-Ah Lim | Performance Evaluation of Hybrid Beam Consisted of Timber and Steel for Guardrail | 457 |
| 9.30 | Antonio Alves Dias | Dynamic Analysis of a Physical Model of Timber Footbridge | 647 |
| 9.50 | Pietro Aldi | Fatigue of Timber-Concrete-Composite Bridges: Determination of a S-N Line for Grooved Connection and the "X-Connector" | 451 |
| Session 23 Cultural heritage assessment 2 Room Venezia | |||
| Time | Author | Title | ID |
| 8.30 | Naohito Kawai | Shake Table Tests on Frames with Hanging Walls Used in Japanese Traditional Wood Houses | 677 |
| 8.50 | Yoshihisa Fujii | Characteristics and Diagnosing Technology of Biodegradation in Wooden Historical Buildings. A Case Study on Amida-Do in Higashi-Hongan-Ji Temple in Kyoto | 638 |
| 9.10 | Yasuhiro Hayashi | Traditional Wooden Buildings in a Rural District Town Called Kiragawa-Cho | 636 |
| 9.30 | Tsugunori Kimoto | Horyuji-Kondo: Revaluation of the Oldest Timber-Space-Frame 1300 Years Ago | 602 |
| 9.50 | Kazuki Chiba | Evaluation of Structural Performance of Existing Traditional Timber Structures in Japan by Microtremor Measurements | 588 |
| Session 24 Seismic and racking design 1 Room Riva | |||
| Time | Author | Title | ID |
| 8.30 | Wuchuan Pu | Seismic Vibration Reduction Design for Timber House Structure Using Visco-Elastic Damper | 845 |
| 8.50 | Bohumil Kasal | Shake Table Tests of Three-Story Spatial Timber Frame with Moment Connections | 817 |
| 9.10 | Elia Terzi | Experimental and Theoretical Report of the Seismic Behaviour of a Wood Framed Construction System | 809 |
| 9.30 | Minoru Okabe | Comparison with Measuring Method of Internal Story Drift | 780 |
| 9.50 | Mohammed Ishaque Noory | Tests and Numerical Models for Shearwalls with Various Layers | 771 |
| 10:10 | Coffee break |
| Session 25 Joints and fasteners 5 Room Gardalake | |||
| Time | Author | Title | ID |
| 10.50 | Masato Nakao | Experimental Study on Pull-Out Strength of Mortise-Tenon Joint with Pin Subjected to Bending Moment | 586 |
| 11.10 | Alexander Salenikovich | Effect of Moisture on the Performance of Bolted Connections in Timber Structures | 571 |
| 11.30 | Maik Gehloff | Reduced Edge Distances in Bolted Timber Moment Connections with Perpendicular to Grain Reinforcements | 570 |
| 11.50 | Stuart Lewis | Moment Capacity and Stiffness of Web-to-Chord Plated Truss Joints | 561 |
| 12.10 | Matt Vinson | Rotational Stiffness Guideline for Analysis of Metal Plate Connected Wood Trusses | 558 |
| Session 26 Grading and structural timber 5 Room Dolomite | |||
| Time | Author | Title | ID |
| 10.50 | Simon Pierre | Multi-Scale Study of the Variability in Softwood Transverse Elasticity | 131 |
| 11.10 | Widmann Robert | Thermally Modified Hardwood as a Structural Material: Allocation to European Strength-Classes and Relevant Grading Procedures | 42 |
| 11.30 | G.J.P.Ravenshorst | Comparison of Methods of Strength Classification of (Tropical) Hardwood Timber | 824 |
| 11.50 | David E Kretschmann | The Effect of Changing Slope of Grain on Ash, Maple and Yellow Birch Bending Strength | 716 |
| 12.10 | Jinghui Jiang | Bending Properties and Visual Grade of Chinese Fir Plantation Dimension Lumber: Effect of Pith and Growth Ring Width | 849 |
| Session 27 Finger joints and glued laminated timber 5 Room Trento | |||
| Time | Author | Title | ID |
| 10.50 | Gary Raftery | Numerical Modeling of Frp Plate Reinforced Glulam | 469 |
| 11.10 | Bryan Walford | Comparison of Api, Rf and Muf Adhesives Using a Draft Australian / New Zealand Standard | 71 |
| 11.30 | Lin Hu | Unlocking the Secret of Finger-Joint Strength - the Significant Correlation between Finger-Joint Strength and Glue Spread Rate | 65 |
| 11.50 | Brunner Maurice | Super Glulam: a Flexible Adhesive Layer Boosts the Bending Resitance of Glulam | 56 |
| 12.10 | Claudio Jose dos Santos | Glulam Cross Arms Using Reforested Wood: an Efficient Engineering Material | 54 |
| Session 28 Road and hydraulic structures 2 Room Verona | |||
| Time | Author | Title | ID |
| 10.50 | Jens Mueller | The First Timber-Concrete Composite Road Bridge in Germany | 332 |
| 11.10 | Karube Masahiko | Destructive Loading Test of a Rebuilt Wooden Bridge Served for 13 Years | 262 |
| 11.30 | Leander Bathon | Fatigue of Single Span Wood-Concrete-Composite Bridges | 214 |
| 11.50 | René Steiger | Vibration and Damping Behaviour of a Cable-Stayed Timber Deck Bridge without and with Asphalt Pavement | 162 |
| 12.10 | Glauco Feltrin | Serviceability Assessment of a Wooden Trough Bridge by Static and Dynamic Tests | 78 |
| Session 29 Cultural heritage assessment 3 Room Venezia | |||
| Time | Author | Title | ID |
| 10.50 | Chikahiro Minowa | Observation of Wind and Earthquake Responses of National Heritage Five Story Wooden Pagoda | 381 |
| 11.10 | Enchun Zhu | Finite Element Modelling of Dougong Brackets of Yingxian Wood Pagoda | 309 |
| 11.30 | Nobuyoshi Yamaguchi | In Situ Assessments of Wood in Existing Structures Using Coaxial Distributions of Screw Withdrawals | 203 |
| 11.50 | Lang-Dong Lin | Effects of Tenon Depths and Bolt Constraint Conditions on the Mechanical Behavior of Semi-Rigid Joints of Wooden Historical Buildings | 154 |
| 12.10 | Guillermo Íñiguez | In Situ Non-Destructive Density Estimation for the Assessment of Existing Timber Structures | 105 |
| Session 30 Seismic and racking design 2 Room Riva | |||
| Time | Author | Title | ID |
| 10.50 | Chun Ni | Performance of Wood-Frame Construction in Seismic Event - a Field Survey of the May 12 Wenchuan Earthquake | 753 |
| 11.10 | J. Daniel Dolan | Effect of Form Change in Sill Plates on Shear Wall Performance | 730 |
| 11.30 | Motoi Yasumura | Racking Resistance of Panel-Sheathed Shear Walls with Opening | 702 |
| 11.50 | Hidemaru Shimizu | Study on Seismic Loading on Wooden Buildings - Weight Measurement of Full Scale Wooden Houses | 688 |
| 12.10 | Yasuhiro Araki | Earthquake Resistant Diagnose on Wood School Buildings in Hyogo Prefecture, Japan | 684 |
| 12:30 | Lunch break |
| Session 31 Joints and fasteners 6 Room Gardalake | |||
| Time | Author | Title | ID |
| 14.00 | Gattesco Natalino | Pull-Out Strength of Bar Glued-In-Joints | 553 |
| 14.20 | Gattesco Natalino | Cyclic Behavior of Glued-In-Joints under Bending Moments | 551 |
| 14.40 | Andi Asiz | Characteristics of Lumber-to-Lumber Framing Connections in Light-Frame Wood Structures | 485 |
| 15.00 | Ulf Arne Girhammar | Recommendations for Design of Anchoring Devices for Bottom Rails in Partially Anchored Timber Frame Shear Walls | 484 |
| 15.20 | Gerhard Schickhofer | Load Bearing and Optimization Potential of Self-Tapping Wood Screws | 482 |
| Session 32 Mechanical modelling 1 Room Dolomite | |||
| Time | Author | Title | ID |
| 14.00 | Jochen Köhler | Modelling the Performance of Timber Structures - Recent Findings and Future Challanges | 453 |
| 14.20 | Stefania Fortino | A Three Dimensional Moisture-Stress Fem Analysis for Time Dependent Problems in Timber Structures | 161 |
| 14.40 | Vlatka Rajčić | Robustness Analysis of Timber Truss Structure | 721 |
| 15.00 | Philipp Dietsch | Robustness Considerations for the Design of Secondary Structures | 737 |
| 15.20 | José M. Cabrero | Evaluation of Failure Criteria in Wood Members | 840 |
| Session 33 Environmental impact 1 Room Trento | |||
| Time | Author | Title | ID |
| 14.00 | Stephen John | Carbon Footprint of Multi-Storey Timber Buildings Compared with Conventional Materials | 842 |
| 14.20 | Stephan Ott | Tes EnergyFaçade - Sustainability and Environmental Impact | 499 |
| 14.40 | Valeria Marta Rocco | The Incidence of Materials from Renewable Sources on Buildings Performance: the Wood Case Study | 627 |
| 15.00 | Julius Natterer | Simple and High-Tech Structures in Timber for Sustainable Eco-Balance | 733 |
| Session 34 Building systems 1 Room Verona | |||
| Time | Author | Title | ID |
| 14.00 | Till Vallée | Adhesively Bonded Trusses: Experimental and Numerical Investigation | 748 |
| 14.20 | Jan Weckendorf | Prediction of Modal Frequencies, Modal Shapes and Static Point Load Deflections of I-Joist Timber Flooring Systems Using Finite Element Method | 744 |
| 14.40 | Xiaobin Song | Reliability Analysis of Metal Plate Connected Wood Truss Assemblies Concerning Buckling Failure | 437 |
| 15.00 | Yan Xiao | Two-by-Four House Construction Using Laminated Bamboos | 630 |
| 15.20 | Gopinath Gupta | In-Plane and Out-of-Plane Modal Responses of Timber Light-Frame Wall Segments | 629 |
| Session 35 Repair and monitoring technologies 1 Room Venezia | |||
| Time | Author | Title | ID |
| 14.00 | Zou-Xiaojin | Test Research of the Nail Joints on Light Wood Structure | 116 |
| 14.20 | Sergio J. Sanabria | Structural Health Monitoring of Glued Laminated Timber with a Novel Air Coupled Ultrasound Method | 102 |
| 14.40 | Giorgio Bignotti | Glulam Exposed Structures for Long Span Bridges in Italy: the Importance of an Adequate Durability Design and of a Maintenance Programme | 341 |
| 15.00 | Eleftheria Tsakanika -Theohari | A Post-Byzantine Mansion in Athens. The Restoration Project of the Timber Structural Elements | 832 |
| 15.20 | Masahiro Watabe | Seismic Evaluation of a Traditional Timber Temple in Japan - Seismic Diagnosis of Honmyoin Main Hall | 633 |
| Session 36 Seismic and racking design 3 Room Riva | |||
| Time | Author | Title | ID |
| 14.00 | Takafumi Nakagawa | Numerical Analysis for Evaluation of the Effect of Exterior Walls on Seismic Performance of Wooden Post-and-Beam Houses | 673 |
| 14.20 | Yulianto P Prihatmaji | Impact of Tongue and Gulls Connection System for Earthquake Resistances for Javanese Traditional House | 651 |
| 14.40 | Ying Gao | Exponential Hysteretic Characteristics of Wooden Structures: Model Development and Experiment Validation | 645 |
| 15.00 | Noriko Takiyama | Seismic Evaluation of Indonesian Traditional Wooden Structures | 642 |
| 15.20 | Mitsuhiro Miyamoto | Residual Seismic Performance of Wooden Buildings by Low Cost Sensor Recording Maximum Connection Deformation | 641 |
| 15:40 | Coffee break |
| Poster session Room Palameeting | |||
| Thematic area CULTURAL HERITAGE ASSESSMENT | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | ÖZLEM BOZKURT | A TRADITIONAL ANATOLIAN WOOD CARVING TECHNIQUE: KUNDEKARI | 846 |
| MARIA ROSARIA GRIPPA | COMBINED METHODS FOR IN SITU MECHANICAL IDENTIFICATION OF ANCIENT TIMBER STRUCTURES BASED ON NON-DESTRUCTIVE TESTS | 759 | |
| HIROMI SATO | STRUCTURAL PERFORMANCE OF TRADITIONAL TIMBER TOWNHOUSES IN THE HISTORIC TOWN OF WAKIMACHI IN JAPAN | 727 | |
| SUSANNE GAMPFER | LINKING TRADITIONAL COMPETENCE TO CONTEMPORARY KNOWLEDGE FOR THE CONSERVATION OF HISTORIC WOODEN WINDOWS | 666 | |
| YUKO TAAGE, OSAMU GOTO, HIROKAZU YAMAMOTO, MASAKI TAMURA | A STUDY FOR A HIGH QUALITY PRESERVATION SYSTEM OF KOKERA ROOFING USED IN TRADITIONAL WOODEN ARCHITECTURE. PART 1: THE ANALYSIS OF THE LIFE CYCLE PROPERTIES OF KOKERA ROOFING | 584 | |
| SATOMI TAKATSUKA | A STUDY ON THE HIGH QUALITY PRESERVATION SYSTEM OF KOKERA ROOFING APPLIED FOR TRADITIONAL WOODEN ARCHITECTURE. PART.2 THE FIELD SURVEY ON PROPERTIES OF MANUFACTURING OF THE KOKERA ROOFING IN COMPARISON WITH GROWTH ENVIRONMENT | 600 | |
| GAO GUANG | A CONSTRASTING OF CHINESE CLASSICAL FURNITURE AND ANCIENT ARCHITECTURE | 577 | |
| JAMES P. WACKER | FIELD INVESTIGATION OF A 100 YEAR-OLD TIMBER FOUNDATION AT A HISTORIC COPPER MINE | 566 | |
| ROBERTO MARTÍNEZ | ASSESSMENT OF DECAY IN EXISTING TIMBER MEMBERS BY MEANS OF GRAIN PERPENDICULAR VELOCITY | 535 | |
| CLARA BERTOLINI | RESTORATION OF HISTORIC TIMBER STRUCTURES: THE GREAT ROOF STRUCTURES OF THE CATHEDRAL OF VERCELLI | 236 | |
| PENG YE | THE STRUCTURAL ART STUDY OF CHINESE MANQING DYNASTY ROYAL CONSTRUCTION- DAZHENG HALL | 93 | |
| CLARA BERTOLINI | NANOTECHNOLOGIES / SMART-MATERIALS IN TIMBER CONSTRUCTIONS BELONGING TO CULTURAL HERITAGE | 74 | |
| TAKAHIKO HIGUCHI | STRUCTURAL CHARACTER OF THE SUSTAINABLE WOODEN STOREHOUSE IN MOUNTAINS REGION | 811 | |
| Thematic area GRADING AND STRUCTURAL TIMBER | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | OFÉLIA ANJOS | VARIATION OF GROW RING WIDTH IN MARITIME PINE (PINUS PINASTER AIT.) | 813 |
| ANDRZEJ NOSKOWIAK | STRENGTH OF POLISH GROWN PINE (PINUS SYLVESTRIS L.) TIMBER. AN ATTEMPT OF DETERMINATION OF QUALITY OF TIMBER FOR STRUCTURAL USE | 790 | |
| BEATRICE FAGGIANO | STRUCTURAL GRADING OF OLD CHESTNUT ELEMENTS BY BENDING AND COMPRESSION TESTS | 758 | |
| BEATRICE FAGGIANO | EXPERIMENTAL ANALYSIS ON OLD CHESTNUT TIMBER BY MEANS OF NON-DESTRUCTIVE TECHNIQUES | 757 | |
| SEICHANG OH | ESTIMATION OF HANKINSON FORMULA , MAXIMUM STRESS THEORY AND TSAI-HILL FAILURE THEORIES TO DETERMINE THE WOOD STRENGTH VARIATION WITH GRAIN SLOPE | 713 | |
| FÁBIO ALBINO DE SOUZA | COMPUTATIONAL AND THEORETICAL ANALYSIS OF DISPLACEMENT CAUSED BY SHEAR FORCE IN BEAMS OF WOOD SUBJECT TO STATIC BENDING | 672 | |
| WEI GUO | THE MECHANICAL PROPERTIES OF 2"×4" CHINESE FIR DIMENSION LUMBER ON EACH VISUAL GRADES | 671 | |
| ERNST GEHRI | SHEAR PROBLEMS IN TIMBER ENGINEERING - ANALYSIS AND SOLUTIONS | 614 | |
| TAKAAKI FUJIMOTO | ENHANCED ON-LINE STRESS GRADING OF SAWN LUMBER USING NEAR INFRARED SPECTROSCOPY | 568 | |
| NATHALIE LABONNOTE | EFFECT OF ANNUAL RING PATTERNS ON NORWAY SPRUCE RESULTING MATERIAL PROPERTIES | 506 | |
| JONATHAN BAWCOMBE | A MULTIDISCIPLINARY STUDY TO ASSESS THE PROPERTIES OF DOUGLAS-FIR GROWN IN THE SOUTH WEST REGION OF THE UNITED KINGDOM | 427 | |
| STEFFEN FRANKE | THE MATERIAL BEHAVIOUR OF RADIATA PINE UNDER COMPRESSION | 361 | |
| HANS PETERSSON | STRENGTH GRADING AND PREDICTION OF SHAPE STABILITY BY USE OF OPTICAL AND LASER-BASED SCANNING | 354 | |
| TE-HSIN YANG | APPLICATION OF NONDESTRUCTIVE TECHNIQUES TO EVALUATE THE BENDING PROPERTIES OF TAIWANIA GLULAM | 352 | |
| ANDREJA KUTNAR | COMPRESSIVE CREEP OF WOOD AT HIGH STRAIN LEVELS AND VARIABLE MOISTURE CONDITION | 261 | |
| REINHARD BRANDNER | TREE-OF-HEAVEN (AILANTHUS ALTISSIMA): ENORMOUS AND WIDE POTENTIAL NEGELCTED BY THE WESTERN CIVILISATION | 207 | |
| RUNE ZIETHÉN | MACHINE STRENGTH GRADING - EVALUATION OF A NEW METHOD FOR DERIVATION OF SETTINGS | 190 | |
| RENÉ STEIGER | PROPERTY RELATIONSHIPS USED FOR STRENGTH GRADING OF NORWAY SPRUCE STRUCTURAL TIMBER | 163 | |
| MARIE JOHANSSON | EFFECT OF DEFECTS ON EIGENFREQUENCIES OF SAWN TIMBER | 157 | |
| BRYAN WALFORD | RATING POLES FOR STRENGTH BY ACOUSTIC MEANS | 70 | |
| JAN OSCARSSON | STRENGTH GRADING OF WET NORWAY SPRUCE SIDE BOARDS BY USE OF AXIAL DYNAMIC EXCITATION | 97 | |
| Thematic area HARDWOODS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | THAISA MARQUES LEITE | ANALYSIS OF THE PILOT PRODUCTION OF 10 WOODEN WINDOWS OF SAWED EUCALYPTUS. STUDY CASE: JOINERY MADEIRARTE (ITAPEVA-SP/BRASIL) | 697 |
| GUIDO CALLEGARI | THE PRODUCTION OF HARDWOOD X-LAM PANELS TO VALORIZE THE WOOD CHAIN OF CUSTODY IN PIEDMONT | 662 | |
| Thematic area GLULAM | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | CARLITO CALIL NETO | SPECIE - TREATMENT - ADHESIVE COMBINATIONS USING BRAZILIAN REFORESTATIONS SPECIES FOR GLULAM PURPOSE. | 841 |
| GIORGIO BIGNOTTI | DESIGN AND TIMBER FROM ITALY TO THE CARIBBEAN | 734 | |
| HIROSHI WATANABE | AN EXAMPLE OF INSPECTION AND REPAIR ON DECAYED GLULAM ARCH BRIDGE | 695 | |
| JAMES P. WACKER | LIVE LOAD TESTING AND LOAD RATING OF OLDER GLULAM GIRDER BRIDGES | 567 | |
| FLORINDO GASPAR | ASSESSMENT OF NATURAL AND ARTIFICIAL AGEING OF GLUED LAMINATED TIMBER. CORE DRILLING, SHEAR AND DELAMINATION TESTS | 562 | |
| MARTIN LEHMANN | HIGHER LOAD BEARING CAPABILITIES WITH ELASTIC GLUE LINES FOR GLULAM | 546 | |
| FLAVIO ALBERTANI, | ADVANCED, AESTHETIC, DURABLE, CHALLENGING AND RELIABLE NEW GLULAM STRUCTURES: THE ITALIAN TRADITION BY ARCHLEGNO | 470 | |
| BUAN ANSHARI | FINITE ELEMENT MODELING OF GLULAM BEAMS REINFORCED BY COMPRESSED WOOD FASTENERS | 366 | |
| TOBIAS BIECHELE | COMPARISON OF NDE TECHNIQUES FOR ASSESSING STIFFNESS OF FINGER-JOINTED LUMBER | 337 | |
| ERIK SERRANO | GREEN-GLUED LAMINATED BEAMS - HIGH PERFORMANCE AND ADDED VALUE | 83 | |
| CARLITO CALIL JUNIOR | FIELD PERFORMANCE AFTER 5 YEARS OF A TRANSVERSE CELLULAR GLULAM BOX PRESTRESSED BRIDGE | 67 | |
| LIN HU | NON-DESTRUCTIVE EVALUATION OF FINGER-JOINT STRENGTH USING AN ON-LINE X-RAY SCANNER | 64 | |
| Thematic area ENGINEERED WOOD PRODUCTS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | SONG-YUNG WANG | EFFECTS OF MATERIAL COMPOSITIONS ON THE CREEP PROPERTIES OF WOOD-PLASTIC COMPOSITES MANUFACTURED BY INJECTION MOLDING | 799 |
| EMANUELA SPERANZINI | ENGINEERED LUMBER: NATURAL FIBERS REINFORCED LVL ELEMENTS | 798 | |
| WONWOO LEE | DEVELOPMENT OF I-JOIST WITH LVL FLANGE IN JAPAN | 610 | |
| KEI TANAKA | STRENGTH PROPERTY OF DENSIFIED SUGI ADOPTED AS MATERIAL OF CONNECTOR | 593 | |
| YOSHINORI OHASHI | EVALUATION OF MECHANICAL PROPERTIES AND ADJUSTMENT FACTORS OF WOODEN I-JOISTS FOR STRUCTURAL DESIGN | 592 | |
| JI-YOUNG PARK | DEVELOPMENT OF SIMPLIFIED CONSTRUCTION METHOD USING SUGI LAMINATED PANEL | 582 | |
| DAVID POPE | VERIFICATION OF BEARING STRENGTH OF AN LVL FLANGED, OSB WEBBED I-JOIST | 452 | |
| MASAFUMI INOUE | IMPROVEMENT IN FLEXIBILITY OF LAMINATED VENEER LUMBER BY USING PRESSURE-SENSITIVE ADHESIVES | 394 | |
| LAURI RAUTKARI | PROPERTIES AND CHEMICAL CHANGES OF SURFACE DENSIFIED WOOD | 389 | |
| MASATOSHI SATO | POSSIBILITY OF UTILIZATION OF OIL PALM AS A RAW MATERIAL FOR WOOD-BASED MATERIALS | 202 | |
| RICHARD W. RUNYEN | CREEP BEHAVIOR OF WOOD I-JOISTS WITH WEB OPENINGS EXPOSED TO VARIOUS MOISTURE CONDITIONS | 184 | |
| JAN WECKENDORF | VIBRATIONAL PERFORMANCE OF METAL-WEBBED TIMBER FLOORS | 170 | |
| ALEXANDRA THIEL | CLTDESIGNER - A SOFTWARE TOOL FOR DESIGNING CROSS LAMINATED TIMBER ELEMENTS | 490 | |
| Thematic area COMPOSITE STRUCTURES | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | WOLFGANG WINTER | APPLICATION OF TIMBER-LIGHTWEIGHT COMPOSITE STRUCTURES FOR BUILDING CONSTRUCTION | 819 |
| MARIA ROSA VALLUZZI | IN-PLANE STRENGTHENING OF TIMBER FLOORS FOR THE SEISMIC IMPROVEMENT OF MASONRY BUILDINGS | 805 | |
| TILL VALLÉE | EXPERIMENTAL AND NUMERICAL INVESTIGATIONS ON CONCRETE-BAMBOO COMPOSITE SLABS | 742 | |
| LUÍS JORGE | TIMBER-CONCRETE COMPOSITE SYSTEMS WITH CROSS LAMINATED TIMBER | 725 | |
| AGRON E. GJINOLLI | EXTERIOR BRICK MASONRY VENEER SUPPORTED BY METAL PLATE CONNECTED WOOD TRUSSES | 640 | |
| ALEXANDER NAUGHTON | THE APPLICATION OF BIOCOMPOSITES IN THE CONSTRUCTION INDUSTRY | 544 | |
| J. M. CABRERO | PARAMETRIC ANALYSIS OF COMPOSITE REINFORCED WOOD TUBES UNDER AXIAL COMPRESSION | 467 | |
| MIN-CHYUAN YEH | DEVELOPMENT OF WOOD COMPOSITE I-BEAM USING JAPANESE CEDAR COMPOSITE PANEL | 436 | |
| MATTEO CONT | THE NEW ARPA HEADQUARTERS IN FERRARA: COMPOSITE WOOD PANELS IN NON CONVENTIONAL TIMBER STRUCTURES | 356 | |
| KRUNOSLAV PAVKOVIĆ | WOOD – STEEL STRUCTURES EXTERNAL PRESTRESSING FINDING “IDEAL” GEOMETRY OF HYBRID SYSTEM | 300 | |
| JENS MUELLER | HYBRID WALL- AND CEILING-SLABS MADE OF TIMBER AND ANHYDRITE FLOOR | 294 | |
| ALEŠ KROFLIČ | NON-LINEAR ANALYSIS OF TWO-LAYER TIMBER BEAMS CONSIDERING INTERLAYER SLIP AND UPLIFT | 274 | |
| ANTONIO ALVES DIAS | GFRP-GLULAM-CONCRETE COMPOSITE BEAMS: AN EXPERIMENTAL EVALUATION | 255 | |
| RAJENDRA RIJAL | DYNAMIC (VIBRATION) BEHAVIOUR OF TIMBER-CONCRETE COMPOSITE FLOORING SYSTEMS | 143 | |
| ANDREAS HEIDUSCHKE | TUBULAR TIMBER POLES FOR SMALL WIND TURBINES | 72 | |
| CLAUDIO HENRIQUE SOARES DEL MENEZZI | FLEXURAL PROPERTIES OF I-BEAMS MADE WITH NONDESTRUCTIVELY TESTED LVL-FLANGES | 53 | |
| LUÍS JORGE | TIMBER-CONCRETE COMPOSITE SYSTEMS WITH CROSSLAMINATED TIMBER | 725 | |
| Thematic area JOINTS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | WEN-SHAO CHANG | EXPERIMENT ON TRADITIONAL TIMBER CONNECTIONS SUBJECTED TO BI-AXIAL BENDING | 829 |
| MAURIZIO FOLLESA | MECHANICAL IN-PLANE JOINTS BETWEEN CROSS LAMINATED TIMBER PANELS | 785 | |
| CARMEN SANDHAAS | DOUBLE-SHEAR TIMBER JOINTS WITH HIGH STRENGTH STEEL DOWELS | 782 | |
| TILL VALLÉE | PROBABILISTIC DESIGN METHOD FOR TIMBER JOINTS | 747 | |
| THOMAS TANNERT | OPTIMIZATION OF CONTACT JOINTS: EXPERIMENTAL AND NUMERICAL INVESTIGATION | 746 | |
| TZU-HSIEN SHIH | THE STUDY OF A NEW CONNECTION FOR TENSION MEMBER. | 661 | |
| HIROKI ISHIYAMA | EXPERIMENTAL STUDY ON THE PERFORMANCE OF THE NAILED JOINT WITH THE RUST | 605 | |
| MASAFUMI INOUE | STUDY ON STRENGTH MECHANISM OF JOINT SYSTEM COMPOSED OF METAL CONNECTOR AND ADHESIVE IN TIMBER STRUCTURES | 594 | |
| FRANCESCO PORTIOLI | NUMERICAL MODELING OF CONNECTIONS WITH WOOD PINS | 493 | |
| ATSUSHI TABUCHI | AN EFFECT OF LAPPED LENGTH OF KANAWA-TSUGI CONNECTION ON A BENDING PERFORMANCE AS A JAPANESE TRADITIONAL CONNECTION | 460 | |
| KEN KAMACHI | PRACTICAL ANALYSIS ON THE LOAD-DEFORMATION BEHAVIOR OF THE STEEL PLATE ON WOOD | 397 | |
| WATARU KAMBE | A STUDY OF BEARING STRENGTH WITH DIFFERENT END DISTANCE, BOLT DIAMETER AND WOOD SPECIES | 384 | |
| WEI GUO | THE TENSION STRENGTH OF SPLICE JOINT OF THE LARCH DIMENSION LUMBER | 355 | |
| CHUN-YOUNG PARK | EVALUATION OF THE BEHAVIOR ON POST & EAM WALL WITH MORTISE AND TENON CONNECTION | 338 | |
| TINOZIVASHE ZHOU | A NEW APPROACH TO OBTAIN EMBEDDING STRENGTH OF DOUBLE-SIDED NAIL PLATE JOINTS | 325 | |
| FELIX SCHEIBMAIR | DEVELOPMENT OF AN EXPEDIENT MOMENT CONNECTION | 317 | |
| JOERGEN L. JENSEN | WITHDRAWAL OF LAG SCREWS | 312 | |
| MAKOTO NAKATANI | INFLUENCE OF TIMBER DIMENSION ON WITHDRAWAL BEHAVIOUR OF LAGSCREWBOLT | 305 | |
| WILLIAM SYRON | HIGH STRAIN RATE EFFECTS IN COMPOSITE WOODEN BOLTED CONNECTIONS | 257 | |
| ALI AWALUDIN | MOMENT RESISTING JOINTS WITH HIGH-STRENGTH STEEL DOWELS: NATURAL FIBER REINFORCEMENTS | 227 | |
| MICHAEL J. MARTIGNETTI | EXPERIMENTAL INVESTIGATION OF WOOD NAILER TOP CHORD ATTACHMENTS FOR OPEN WEB STEEL JOISTS | 181 | |
| PEDRO PALMA | MONOTONIC TESTS OF STRUCTURAL CARPENTRY JOINTS | 158 | |
| EMILIO MARTÍN GUTIÉRREZ | GENERATION OF NUMERICAL-ANALYSIS MODELS TO THE OPTIMIZATION OF ANCHORAGE SOLUTIONS MADE WITH THREADED BARS GLUED-IN TIMBER | 148 | |
| YING.CHUI | AN EMPIRICAL MODEL TO PREDICT LOAD-SLIP RESPONSE OF LATERALLY LOADED NAILED JOINTS | 142 | |
| NILSON TADEU MASCIA | MODELING OF NAILED JOINTS IN WOODEN STRUCTURES | 68 | |
| A.J.M. LEIJTEN | BARING CAPACITY OF BOLT WASHERS | 62 | |
| Thematic area BUILDING SYSTEMS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | TOSHIKAZU TSUCHIMOTO | SOME SIMILARITIES ON THE MAKING OF THE TIMBER-FRAMED STRUCTURES IN EUROPE AND JAPAN | 810 |
| HIROSHI ISODA | CASE STUDY OF COMBINATION WAYS OF TIMBER-AND STEEL IN JAPANESE BUILDINGS | 784 | |
| GIOVANNI CENCI | SYSTEMS OF STRUCTURAL CONTINUITY IN WOODWORK | 528 | |
| DONATELLA RADOGNA | THE PLANNING APPROACH AND THE INTERVENTION CHOICES: FROM THE TRABOCCO TURCHINO TO NEW CONSTRUCTIONS | 206 | |
| ROBERT HAIRSTANS | TIMBER OFF-SITE MODERN METHODS OF CONSTRUCTION | 79 | |
| Thematic area: MULTI-STOREY BUILDINGS | |||
| TAVOUSSI KAMYAR | STEEL REINFORCED TIMBER STRUCTURES FOR MULTI STOREY BUILDINGS | 820 | |
| VLADIMIR RODRÍGUEZ | ANALYSIS OF STRUCTURAL TIMBER SYSTEM FOR MULTI-STOREY BUILDING IN SPAIN | 552 | |
| MAURIZIO FOLLESA | THE “SUSTAINABLE CONDOMINIUM”, A SIX-STOREY TIMBER BUILDING IN FLORENCE | 458 | |
| NICOLAS PEREZ | THE INFLUENCE OF THERMAL MASS ON OPERATIONAL ENERGY OF MULTI-STOREY TIMBER BUILDINGS | 382 | |
| GABRIELA TLUSTOCHOWICZ | BEAM AND POST SYSTEM FOR NON-RESIDENTIAL MULTI-STOREY TIMBER BUILDINGS - CONCEPTUAL FRAMEWORK AND KEY ISSUES | 51 | |
| Thematic area REPAIR | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | ALEXANDRE MONTEIRO DE CARVALHO | EVALUATION OF THE RESISTANCE LOSS OF OSB PANELS AFTER PROVISORY UTILIZATION IN THE CIVIL CONSTRUCTION | 665 |
| SATORU MURAKAMI | STUDY FOR BEARING PERFORMANCE REINFORCED BY SCREWS | 621 | |
| MASAFUMI INOUE | DEVELOPMENT OF NEW SEISMIC RETROFIT METHOD FOR JAPANESE EXISTING WOODEN POST AND BEAM HOUSES | 599 | |
| ANDREA BENEDETTI | STRENGTHENING OF OLD TIMBER BEAMS BY MEANS OF EXTERNALLY BONDED REINFORCEMENT | 597 | |
| YUKO TAAGE | A STUDY ON THE HIGH QUALITY PRESERVATION SYSTEM OF KOKERA ROOFING APPLIED FOR TRADITIONAL WOODEN ARCHITECTURE.PART.1 THE ANALYSIS OF THE LIFECYCLE PROPERTIES OF KOKERA ROOFING. | 584 | |
| ROBERTO LECOMTE DE MELLO | RESTORATION AND REVITALIZATION OF WOOD STRUCTURES IN THE CONGRESS CLUB, IN BRASILIA, BRAZIL | 575 | |
| JOÃO CUSTÓDIO | EFFECT OF SURFACE TREATMENTS ON THE DURABILITY OF STRUCTURAL BONDED TIMBER JOINTS | 435 | |
| KAZUHIRO AKASHIO | BENDING STRENGTH REINFORCEMENT OF COMPOUND BUILDING COMPONENTS MADE OF LOGS | 319 | |
| Thematic area FAILURE ANALYSIS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | JAKUB SANDAK | MECHANICAL TESTING OF WOOD ASSISTED BY INFRARED SPECTROSCOPY AND THERMAL IMAGING | 836 |
| EVERALDO PLETZ | EXPERIMENTAL ANALYSIS OF TIMBER COLUMNS OF PINUS SPP WOOD | 714 | |
| POP OCTAVIAN | AN EXPERIMENTAL AND NUMERICAL METHOD SEPARATING MIXED-MODES FRACTURES IN WOOD | 632 | |
| HITOSHI KUWAMURA | FRACTURE OF CIRCULAR-HOLED WOOD PLATE BY INTERIOR PRESSURE | 310 | |
| M. ALMUDENA MAJANO MAJANO | A FRACTURE MECHANICS STUDY OF THERMALLY MODIFIED BEECH FOR STRUCTURAL APPLICATIONS | 122 | |
| NILSON TADEU MASCIA | UNIAXIAL AND BIAXIAL TESTS FOR EVALUATION OF FAILURE CRITERION OF ANISOTROPIC MATERIAL APPLIED TO WOOD | 69 | |
| Thematic area MECHANICAL MODELLING | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | MARIE JOHANSSON | A GENERAL FE-MODEL TO PREDICT CAPACITY OF A STEEL-TIMBER DOWEL JOINT WITH COMPLEX LOADING | 694 |
| ALBERTO VISKOVIC | THE “TRABOCCHI”: THE “TURCHINIO” CASE STUDY, EXPERIMENTAL TESTS AND MATHEMATICAL MODELS | 644 | |
| DANIEL RIDLEY-ELLIS | COMPUTATIONAL ISSUES REGARDING LATTICE MODELS FOR WOOD | 532 | |
| YING HEI CHUI | THREE-DIMENSIONAL NUMERICAL MODEL OF PROGRESSIVE FAILURE IN WOOD LIGHT-FRAME BUILDINGS | 525 | |
| SHINYA MATSUMOTO | STUDY ON THE NUMERICAL ANALYSIS FOR STRUCTURAL DETAIL OF TIMBER FRAME BASED ON PARTIAL COMPRESSIVE STRAIN BEHAVIOR OF THE JOINTS | 383 | |
| KARIN HOFSTETTER | THE BENEFIT OF MICROMECHANICAL MODELING IN TIMBER ENGINEERING | 340 | |
| WANG LIN AN | FE-BASED STRENGTH ANALYSIS OF PENGLAI PAVILION | 318 | |
| Thematic area FIRE | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | KAZUNORI HARADA | EXPERIMENTS AND ANALYSIS ON THE CHARRING DEPTH OF SMALL-SECTIONED PINE COLUMN ELEMENTS | 603 |
| MOON-JAE PARK | FIRE RESISTANCE OF HYBRID TIMBER FRAMED WALL SYSTEMS | 282 | |
| SANGSIK JANG | FIRE RESISTANCE OF STEEL COLUMN GLUED WITH STRUCTURAL GLULAM COVERS | 225 | |
| Thematic area SEISMIC | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | MINJUAN HE | EXPERIMENTAL STUDY OF GYPSUM WALLBOARD'S CONTRIBUTION TO LATERAL RESISTANCE CAPACITY OF SHEAR WALL | 776 |
| CHUN NI | PERFORMANCE OF BRACED WALLS UNDER VARIOUS BOUNDARY CONDITIONS | 752 | |
| JURE JANCAR | SEISMIC ANALYSIS OF EXISTING BUILDINGS WITH DIFFERENT CONSTRUCTION UPGRADES | 722 | |
| IZTOK ŠUŠTERŠIČ | TIMBER UPGRADE OF EXISTING STRUCTURES ON SEISMIC AREAS | 719 | |
| YOSHIMITSU OHASHI | IMPROVEMENT TECHNOLOGY OF SEISMIC PERFORMANCE OF TRADITIONAL WOODEN HOUSES BY FULL SCALE SHAKING TABLE TESTS | 687 | |
| HIROYUKI NAKAJI | SEISMIC CAPACITY EVALUATION OF MUD-PLASTERED WALLS CONSIDERING STRENGTH OF MUD | 683 | |
| TAKEYOSHI UEMATSU | EFFECT OF OUTSIDE INSULATION WITH HIGH-STRENGTH SCREWS ON WOODEN SHEAR WALL WITH STRUCTURAL PANELS | 669 | |
| WEI-PING CHANG | THE MOISTURE CONTENT CHANGE OF HIGH PERFORMANCE WALL STRUCTURE IN TAIWAN. | 664 | |
| BO-YANG CHENG | THE STRUCTURAL ANALYSIS AND PERFORMANCE OF WOOD CELLULAR RETAINING WALL | 663 | |
| TOMOAKI SOMA | CALCULATION METHOD FOR RIGIDITY AND STRENGTH OF ROOF DIAPHRAGM AND EXPERIMENTAL VERIFICATION | 652 | |
| ARCH. KOBAYASHI YOSHIHIRO | MOMENT RESISTING PERFORMANCE OF OKKAKE-TUGI JOINTS | 639 | |
| KAZUHIRO MATSUDA | SEISMIC RESPONSE CONTROLLED EFFECT OF WOODEN HOUSES BY FRAMED ANALYSIS | 622 | |
| SHINJI HIKITA | THREE DIMENSIONAL STATIC AND DYNAMIC ECCENTRICITY OF MULTI-STORY WOODEN HOUSES PART 1. EXPERIMENTAL STUDY | 609 | |
| KENJI MIYAZAWA | THREE DIMENSIONAL STATIC AND DYNAMIC ECCENTRICITY OF MULTI-STORY WOODEN HOUSES PART 2. ANALYTICAL STUDY | 608 | |
| TOMOYA OKAZAKI | EXPERIMENT FOR EFFECTIVE MASS AND SEISMIC BEHAVIOR OF FURNITURE | 569 | |
| WEICHIANG PANG | NEXT GENERATION NUMERICAL MODEL FOR NON-LINEAR IN-PLANE ANALYSIS OF WOOD-FRAME SHEAR WALLS | 547 | |
| RAKESH GUPTA | BEHAVIOR OF WOOD-FRAMED RESIDENTIAL STRUCTURE UNDER SURGE WAVE LOADING | 533 | |
| ANDI ASIZ | FULL-SCALE DESTRUCTIVE WIND TESTS ON WOOD LIGHT-FRAME STRUCTURES | 523 | |
| HARUHIKO OGAWA | A STUDY ON SHEARING BEHAVOIR OF BEARING WALLS BY WOODEN PANELS CONSTRUCTION | 479 | |
| YUKA OKADA | A STUDY ON THE EFFECTIVE EARTHQUAKE-RESISTANT CONSTRUCTIVE PLANNING OF THE WOODEN CONSTRUCTION WITH AN ENERGY ABSORBING MECHANISM | 466 | |
| JOHAN VESSBY | INFLUENCE OF CONTACT PRESSURE BETWEEN SHEETS ON STRENGTH AND STIFFNESS OF TIMBER FRAME SHEAR WALLS | 463 | |
| CLÉMENT BOUDAUD | EUROPEAN NORMATIVE APPROACH OF THE EARTHQUAKE RESISTANCE OF WOOD FRAME SHEAR WALLS, OBSERVATIONS AND DISCREPANCIES | 432 | |
| ALEXANDER SALENIKOVICH | INFLUENCE OF VERTICAL LOADS ON LATERAL RESISTANCE OF LIGHT-FRAME SHEAR WALLS | 359 | |
| MENG GONG | RACKING PERFORMANCE OF WOOD SHEARWALLS CONSISTING OF FINGER-JOINED STUDS | 347 | |
| PING YANG | PREDICTION OF STRUCTURAL PERFORMANCE OF SUGI PLYWOOD SHEAR WALL BY COMPUTER SIMULATION BASED ON HOFFMAN FAILURE CRITERION | 127 | |
| KOJI YAMADA | HORIZONTAL RESISTANT FORCE ESTIMATION OF MUD PLASTERED WALLS FOR A JAPANESE TRADITIONAL WOODEN STRUCTURE | 92 | |
| Thematic area BRIDGES | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | CHIDA TOMOHIRO | PROPOSAL OF A SQUARE STEEL TUBE-TIMBER HYBRID BRIDGE AND THE TECHNOLOGIES USED FOR IT | 268 |
| WIDMANN, ROBERT | DESIGN, CONSTRUCTION AND MONITORING OF A BOWSTRING ARCH BRIDGE MADE EXCLUSIVELY OF TIMBER, CFRP AND GFRP. | 63 | |
| Thematic area ROADS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | RIHONG ZHANG | SERVICEABILITY MONITORING OF TIMBER GUARDRAIL ON ROADWAYS | 628 |
| SANDRO FÁBIO CESAR | EUCALIPTUS CROSSHEADS FOR URBAN AND RURAL ELETRIC DISTRIBUTION SYSTEMS IN BAHIA - BRAZIL | 242 | |
| RONALD K. FALLER | MIDWEST GUARDRAIL SYSTEM WITH ROUND TIMBER POSTS | 235 | |
| Thematic area FACADES | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | FRANK LATTKE | TES ENERGYFAÇADE - 2ND CHANCE FOR ARCHITECTURE | 501 |
| STEPHAN OTT | TES ENERGYFACADE - CONSTRUCTION PROCESS AND PRINCIPLES | 500 | |
| DAVID CRAWFORD | STRUCTURAL PERFORMANCE OF EXTERNAL TIMBER CLADDING | 342 | |
| JOSÉ L. FERNÁNDEZ CABO | A NOVEL FAÇADE SANDWICH PANEL WITH LOW-DENSITY WOOD FIBRES CORE | 149 | |
| Thematic area ENVIRONMENTAL IMPACT | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | DIETSCH, PHILIPP | PRIMARY ENERGY CONSUMPTION IN BUILDINGS AND THE EMISSION-TRADING-SCHEME: CHANCES FOR THE TIMBER SECTOR? | 738 |
| SHIRO NAKAJIMA | TECHNOLOGIES AND ENVIRONMENTAL BENEFITS TO REUSE TWO-BY-FOUR SALVAGED LUMBERS | 675 | |
| ROSA MARIA BITTENCOURT | THE BRAZILIAN ARCHITECTURE IN WOOD AND THE CONFRONTATIONS WITH THE QUESTIONS OF THE ENVIRONMENT | 657 | |
| PIERGIORGIO ROSSI | NATURAL TECHNOLOGIES | 428 | |
| YOON-SEONG CHANG | EVALUATION ON INDOOR THERMAL ENVIRONMENT ACCORDING TO FLOOR HEATING OF WOOD HOUSE AND CONCRETE HOUSE THROUGH SCALE MODEL | 418 | |
| SELAMAWIT M. FUFA | NANO-BASED MODIFICATIONS OF WOOD AND THEIR ENVIRONMENTAL IMPACT: REVIEW | 333 | |
| MASATOSHI SUGIMORI | THE RELATIONSHIP BETWEEN THE WOOD TIMBER USING MINKA (TRADITIONAL JAPANESE FARMHOUSES) AND THE LOCAL FOREST RESOURCES | 243 | |
| SANDRO FÁBIO CESAR | SUSTAINABLE DESIGN FURNITURE USING RECYCLED WOOD | 241 | |
| TAKANORI ARIMA | WOODEN CONSTRUCTION AS "URBAN FOREST RESERVES" | 230 | |
| GANNE-CHÉDEVILLE CHRISTELLE | THERMAL DECONTAMINATION OF CREOSOTED RAILWAY SLEEPERS FOR RECYCLING. PART 2: INFLUENCE ON ANATOMICAL AND MECHANICAL WOOD PROPERTIES. | 44 | |
| Thematic area SERVICE LIFE | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | NICAISE MANFOUMBI | EXPERIMENTAL DECOUPLING OF HYDRICS AND POSTPONED PHENOMENA OF TIMBER STRUCTURES IN CONTROLLED CLIMATE CONDITIONS | 659 |
| SHOGO ARAKI | A STUDY ON PREDICTING THE LIFETIME OF TIMBER BRIDGES | 395 | |
| JÖRG SCHAFFRATH | PREFABRICATED INSULATION ELEMENTS FOR THE IMPROVEMENT OF THE BUILDING STOCK ON THE BASIS OF DIGITAL MEASUREMENT SYSTEMS | 267 | |
| NORMAN WERTHER | ANALYSIS OF CLIMATE CONDITIONS IN CRAWL SPACES WITH HIGH INSULATED WOODEN FLOOR PLATES FOR THE PREVENTION OF STRUCTURAL DAMAGES | 224 | |
| ANTON KRALER | INTEGRATED MULTIDISCIPLINARY RESEARCH AND DEMONSTRATION PROJECT -INTENSYS- FOR FUTURE MODES OF LIVING AND CONCEPTS FOR SUSTAINABLE HOUSING PART 2: WALL COMPONENTS FOR FLEXIBLE FLOOR CONCEPTS AND HIGH ACOUSTIC REQUIREMENTS. | 177 | |
| MARTIN HÄGLUND | LOAD COMBINATION OF MOISTURE INDUCED EIGEN-STRESSES IN TIMBER | 176 | |
| EDNA MOURA PINTO | THERMAL DEGRADATION OF GOUPIA GLABA TIMBER | 61 | |
| Thematic area SPECIALS | |||
| Time | Author | Title | ID |
| 16:20 / 18:00 | HARRI METSÄLÄ | CROSS-CULTURAL WORKSHOP AS A PROFESSIONAL LEARNING ENVIRONMENT | 778 |
| ROSA MARIA BITTENCOURT | THE FORMATION OF THE PROFESSIONALS FOR THE TIMBER INDUSTRIAL SECTOR OF THE CIVIL CONSTRUCTION | 656 | |
| KATSUHIKO KOHARA | A STUDY ON THE EDUCATIONAL EFFECT OF THE TIMBER BUILDING DESIGN WITH THE REGIONAL TIMBERS BASED ON THE INHABITANT PARTICIPATION WORKSHOP | 380 | |
| HIDEYUKI HIRASAWA | SAND FLUSH IN FISH WAY USING WOOD PARTITION | 315 | |
| PAULO CACHIM | TEMPERATURE PREDICTION IN TIMBER USING ARTIFITIAL NEURAL NETWORKS | 233 | |
| ANTON KRALER | SYSHOLZ- AN INFORMATION SYSTEM FOR STANDARDISED CONTRACT SPECIFICATIONS & QUANTITY SURVEYING OF TIMBER CONSTRUCTION | 179 | |
Wednesday 23/06
| Session 37 Joints and fasteners 7 Room Gardalake | |||
| Time | Author | Title | ID |
| 8.00 | Rohana Hassan | Performance of Mortise and Tenon Connection Fastened with Wood and Steel Dowel | 264 |
| 8.20 | Florian Prat-Vincent | Evaluation of the Performance of Joist-to-Header Self Tapping Screw Connections | 256 |
| 8.40 | Wolfram Hädicke | Simulation and Research of a Rounded Dovetail Connection | 250 |
| 9.00 | Ali Awaludin | Relaxation of Pretension of Bolted Timber Joints under Steady Condition | 226 |
| 9.20 | Maria Adelaide Parisi | Experimental Studies on Timber Beam Connections with Glued-In Fiber Reinforced Plates | 221 |
| Session 38 Multi-storey buildings 1 Room Dolomite | |||
| Time | Author | Title | ID |
| 8.00 | Tzofit Shmuelly-Kagami | Difficulties in Expanding Multi-Storey Timber Residential Building in Japan | 564 |
| 8.20 | Vladimir Bilek | The Middle Rise Residental and Public Building, Using the Heavy Weight Timber Frame and Hybrid Frames with Steel Plate Joints | 555 |
| 8.40 | Martin Teibinger | Multi Storey Timber Houses in Urban Regions in Austria | 327 |
| 9.00 | Kevin Cheung | Multi-Storey Wood Frame Construction in North America | 218 |
| 9.20 | Thomas Leung | Predicting Lateral Deflection and Fundamental Natural Period of Multi-Storey Wood Frame Buildings | 141 |
| Session 39 Environmental impact 2 Room Trento | |||
| Time | Author | Title | ID |
| 8.00 | Caroline D. Frenette | Defining an Environmental Index to Compare Light-Frame Wood Wall Assemblies Using Life-Cycle Assessment | 489 |
| 8.20 | Cristina Benedetti | Wood Technology for Passive Cooling | 434 |
| 8.40 | Michael Flach | Integrated Multidisciplinary Research and Demonstration Project “Intensys" for Future Modes of Living and Concepts for Sustainable Housing. Part 1: Advanced Energy Efficient Building Envelopes | 175 |
| 9.00 | André Jorissen | Wood Modification in Relation to Bridge Design in the Netherlands | 360 |
| Session 40 Building systems 2 Room Verona | |||
| Time | Author | Title | ID |
| 8.00 | Naoyuki Itagaki | The Development of the Rigid Frame Wooden House Structure Jointed with Glued-In Hardwood Dowels. -Moment-Resisting Test on Joint and Analysis of the Rigid Frame- | 583 |
| 8.20 | Roberto Lecomte de Mello | A New Version of Low Cost Wooden House in Central Brazil | 574 |
| 8.40 | Mauro Augusto Demarzo | Changes with Time of Mechanical Properties of Wood under the Forced Decay Process | 556 |
| 9.00 | Changsuk Song | A Method for Developing Structural Walls by Use of Polycarbonate Solid Sheets in Wooden-Frame Construction System | 526 |
| 9.20 | Inayama Masahiro | Two Timber Buildings with New Structural System | 505 |
| Session 41 Specials 1 Room Venezia | |||
| Time | Author | Title | ID |
| 8.00 | Jörn von Grabe | Interdisciplinary Design Projects in the Education of Civil Engineers | 740 |
| 8.20 | Tina Bringslimark | Patient Rooms with Different Degrees of Wood: A Preference Study Conducted among Hospital Staff | 723 |
| 8.40 | Far-Ching Lin | The Case Study of Forestry Undergraduate Student Engaging in Earthquake Engineering Competition | 660 |
| 9.00 | Atsushi Tabuchi | Timber Truncated Icosahedron as an Educational Tool on Architecture | 637 |
| 9.20 | Susanne Gampfer | Building... a New Experience in Africa, an Interdisciplinary Design-Build-Project for Students of Architecture and Civil Engineering | 503 |
| Session 42 Seismic and racking design 4 Room Riva | |||
| Time | Author | Title | ID |
| 8.00 | Tatsuya Miyake | Dependence of Ultimate Seismic Performance on Specifications of Column-End Joints in 3-Story Wood Houses | 620 |
| 8.20 | Hiroyasu Sakata | Experimental Study on Shear Behavior of Thick Structural Plywood Sheeted Floor Framing with Opening | 601 |
| 8.40 | Borjen Yeh | Using Wood Structural Panels for Combined Shear and Wind Uplift Applications | 578 |
| 9.00 | Yoshihiro Yamazaki | Torsional Seismic Response Reduction by Passive Control Device for Wooden House with Stiffness Eccentricity | 576 |
| 9.20 | Kohei Komatsu | Prediction of Non-Linear Load-Deformation Curves of Various Types of Mud Shear Walls Subjected to Lateral Shear Force | 557 |
| 9:40 | Coffee break |
| Session 43 Joints and fasteners 8 Room Gardalake | |||
| Time | Author | Title | ID |
| 10.20 | Toshiaki Sato | Deformation Behavior Simulation for Timber Joints - Modeling of Tenon Joint with Wooden Pin and Verification with Pull Out Tests - | 387 |
| 10.40 | Bettina Franke | Analyses of the Failure Behaviour of Transverse Dowel-Type Connections in Wood | 363 |
| 11.00 | Steffen Franke | Investigation of the Embedding Strength of Radiata Pine and Lvl | 362 |
| 11.20 | Hugh Morris | Moment Deformation of Multi-Nailed Joints in Lvl- Development of a Long Term Test Procedure and Initial Results | 328 |
| 11.40 | Zhongwei Guan | Structural Characteristics of Beam-Column Connections Using Compressed Wood Dowels and Plates | 324 |
| Session 44 Mechanical modelling 2 Room Dolomite | |||
| Time | Author | Title | ID |
| 10.20 | Ioannis P. Christovasilis | Two-Dimensional Numerical Framework for Nonlinear Static and Dynamic Analysis of Light-Frame Wood Buildings | 655 |
| 10.40 | Patrcia Hamm | Floor Vibrations - New Results | 220 |
| 11.00 | Kirsi Jarnerö | In Situ Testing of Timber Floor Vibration Properties | 153 |
| 11.20 | Ivan Glisovic | Vibrational Behaviour of Timber Floors | 494 |
| Session 45 Fire safety 1 Room Trento | |||
| Time | Author | Title | ID |
| 10.20 | Andrea Frangi | Fire Safety of Multi-Storey Timber Buildings | 700 |
| 10.40 | Julie Bregulla | Timber Frame Fires During Construction | 691 |
| 11.00 | Tatsuru Suda | Risk Analysis of Collapse of Traditional Wooden House from Earthquake Fire | 679 |
| 11.20 | Rene Stein | Influence of Combustible Insulation Materials to the Fire Behaviour of Timber-Framed Buildings | 654 |
| 11:40 | Ling Lu | A Computer Model for Light-Frame Wood Floor Assemblies under Fire Attack | 711 |
| Session 46 Building systems 3 Room Verona | |||
| Time | Author | Title | ID |
| 10.20 | Enrico Vizio | Parametric Wood-Based Living System | 465 |
| 10.40 | Se-Jong Kim | Transient Heat and Moisture Transfer in Light Frame Wall Assembly | 446 |
| 11.00 | Gregory Nolan | Opportunities and Constraints for Timber in Non-Residential Construction in Australia | 320 |
| 11.20 | Alejandro Benitez Garcia | Timber House Structure with Uruguayan Wood Development of Structural Method and Study on Structural Performance | 314 |
| 11.40 | Jorge Branco | Lateral Resistance of Log Timber Walls Subjected to Horizontal Loads | 788 |
| Session 47 Specials 2 Room Venezia | |||
| Time | Author | Title | ID |
| 10.20 | Francesco Negro | Sound Absorption Coefficient of Perforated Plywood: an Experimental Case Study | 456 |
| 10.40 | Franz Dolezal | Flanking Transmission of Impact Noise at Solid Wood Structures | 253 |
| 11.00 | Martin P. Ansell | Environmental Stability of Room Temperature Cure Epoxy Adhesives for Timber Structures under Static and Creep Loading | 251 |
| 11.20 | Katja Vahtikari | Are Wooden Floorings Difficult to Maintain? | 244 |
| 11.40 | Takahiko Higuchi | The Present Situation of Wooden Schools in Japan - the Transition of the Total Amount and Method of Wood Use in the Last 20 Years | 701 |
| Session 48 Seismic and racking design 5 Room Riva | |||
| Time | Author | Title | ID |
| 10.20 | Frank Lam | Seismic Performance of Post and Beam Timber Buildings | 538 |
| 10.40 | Maurizio Follesa | Blind Prediction of the Seismic Response of the Neeswood Capstone Building | 445 |
| 11.00 | Minjuan He | Racking Performance of Wood Shear Walls Fabricated Using Chinese Wood-Based Panels | 393 |
| 11.20 | Asif Iqbal | Seismic Performance of Full-Scale Post-Tensioned Timber Beam-Column Joints | 391 |
| 11.40 | Denis Pino M. | Shake Table Response of Multi-Storey Post-Tensioned Timber Scaled Buildings | 390 |
| 12:00 | Lunch break |
| Session 49 Joints and fasteners 9 Room Gardalake | |||
| Time | Author | Title | ID |
| 13.30 | Albino Angeli | Experimental Analysis on T-Shaped Metallic Profile Connection between Main and Secondary Beams | 321 |
| 13.50 | Pierre Quenneville | Sharing of the Connection Load within a Row of Bolts | 316 |
| 14.10 | David M. Carradine | Corbel Connections in Laminated Veneer Lumber Using Screws | 313 |
| 14.30 | Jørgen L. Jensen | Row Shear Failure in Bolted Connections | 311 |
| 14.50 | Andrew Thomson | Development of Non-Metallic Timber Connections for Contemporary Applications | 292 |
| Session 50 Mechanical modelling 3 Room Dolomite | |||
| Time | Author | Title | ID |
| 13.30 | Dubois Frédéric | Thermodynamic Approach about Fracture Modeling under Mechano-Sorptive Loading | 189 |
| 13.50 | Myriam Chaplain | Effects of Relative Humidity Conditions on Crack Propagation in Timber: Experiments and Modelling | 431 |
| 14.10 | Octavian Pop | Experimental and Fe Analysis of Invariant Integral in Wood Specimen Using the Full Field Optical Technique | 306 |
| 14.30 | Hitoshi Kuwamura | Stress Distribution and Fracture Criterion of Tapered Wood Beam | 209 |
| 14.50 | Kei Maeda | Changes with Time of Mechanical Properties of Wood under the Forced Decay Process | 411 |
| Session 51 Fire safety 2 Room Trento | |||
| Time | Author | Title | ID |
| 13.30 | Sandoz Jean-Luc | Fire Behaviour of Massive Timber Slab | 504 |
| 13.50 | Agnese Menis | Numerical and Experimental Thermo-Structural Behaviour of Laminated Veneer Lumber (Lvl) Elements Exposed to Fire | 419 |
| 14.10 | James O'Neill | Fire Performance of Timber-Concrete Composite Floors | 369 |
| 14.30 | Simon Schnabl | Fire Resistance of Timber Columns | 247 |
| Session 52 Building systems 4 Room Verona | |||
| Time | Author | Title | ID |
| 13.30 | Eder Zanetti | Wood from Sustainable Sources and the Mitigation of Global Climate Change - Case Study of Social Interest Housing in Curitiba, Parana State, South of Brazil | 297 |
| 13.50 | Kazumasa Watanabe | Hierarchical Structural System, Carpenters' Way of Studying for Timber Construction | 293 |
| 14.10 | M. P. Newcombe | Design and Construction of a Two-Storey Post-Tensioned Timber Test Building | 260 |
| 14.30 | Walter Burdzik | Bracing of Timber Trussed Roofs in South Africa | 231 |
| 14.50 | Norman Werther | Experimental and Numerical Study on the Hygrothermal Behaviour of Nonventilated Wooden Flat Roof Constructions with Ecological Building Products | 223 |
| Session 53 Specials 3 Room Venezia | |||
| Time | Author | Title | ID |
| 13.30 | Nick Savage | Optimisation of an Oak Container | 183 |
| 13.50 | Lauri Rautkari | Wood Surface Densification Using Different Methods | 172 |
| 14.10 | Norma Esguerra | Characterization of the Behavior of Sablot (Litsea Glutinosa), Lour Rob as Binder of Aggregates for Low-Cost Housing | 123 |
| 14.30 | Ingo Mayer | Thermal Decontamination of Creosoted Railway Sleepers for Recycling. Part 1: Removal of Creosote Oils | 43 |
| 14.50 | Nesen Surmelı | Assessment of Deformation of Timber Façade Elements against Wind Load | 823 |
| Session 54 Seismic and racking design 6 Room Riva | |||
| Time | Author | Title | ID |
| 13.30 | Moon-Jae Park | Shear Performance of Hybrid Post and Beam Wall System with Structural Insulation Panel Infill | 322 |
| 13.50 | John W. van de Lindt | Experimental Seismic Response of a Full-Scale Six-Story Wood Apartment Building | 299 |
| 14.10 | Moon-Jae Park | Lateral Load Resistance of Hybrid Wall with Opening | 285 |
| 14.30 | Steven E. Pryor | Experimental Seismic Response of a Full-Scale Seven-Story Mixed-Use Steel/Wood Apartment Building | 240 |
| 14.50 | WeiChiang Pang | Simplified Direct Displacement Design of Six-Story Neeswood Capstone Building and Pre-Test Seismic Performance Assessment | 198 |
| 15:10 | Coffee break |
| Session 55 Joints and fasteners 10 Room Gardalake | |||
| Time | Author | Title | ID |
| 15.50 | Dolores Otero Chans | Failure Modes in Double-Sided Pull-Out Test of Threaded Steel Rods Glued-In Hardwood | 146 |
| 16.30 | Thomas Uibel | Determining Suitable Spacings and Distances for Self-Tapping Screws by Experimental and Numerical Studies | 108 |
| 16.50 | Sigurdur Ormarsson | Finite Element Simulation of Moisture-Related Stresses in Laterally Loaded Dowel-Type Timber Connections | 84 |
| 17.10 | Yoshiaki Wakashima | Development of Ductile Semi-Rigid Joints with Lagscrewbolts and Glued-In Rods | 412 |
| Session 56 Architecture and structures 1 Room Dolomite | |||
| Time | Author | Title | ID |
| 15.50 | Thomas Nordh | Swedish Pavilion at World Expo 2010 in Shanghai - Architecture and Engeenering Perspective | 850 |
| 16.10 | Masako Miyasaka | Cognition on Planning Wooden School Architecture | 678 |
| 16.30 | Koichi Matsuno | A New Approach to Timber Corbelled Arch Structure by Built-Up Beam System | 580 |
| 16.50 | Daniel Moroder | Kerakoll Greenlab - an Ecologically Sustainable Building for an Environmentally Friendly Research | 516 |
| 17.10 | Guido Bottanelli | A Tortoise-Shaped Glulam Wine Cellar in Middle Italy: a Glulam Sculpture for a New Architectural Perspective | 477 |
| Session 57 Fire safety 3 Room Trento | |||
| Time | Author | Title | ID |
| 15.50 | Joachim Schmid | Fire Exposed Cross-Laminated Timber - Modelling Ad Tests | 234 |
| 16.10 | Hisa Takeda | Effect of Insulation on the Fire Resistance of Wood-Framed Floor Assembly | 194 |
| 16.30 | Karjalainen Markku | Fire-Related Functionality of the Joint between a Non-Load-Bearing Timber-Frame Exterior Wall and a Hollow-Core Concrete Slab Intermediate Floor - Fire Test in Vtt’s Fire Laboratory | 156 |
| 16.50 | Kathinka Leikanger Friquin | Charring Rate for Cross-Laminated Wood Slabs Exposed to Post-Flashover/Natural Fire | 89 |
| Session 58 Mechanical modelling 4 Room Verona | |||
| Time | Author | Title | ID |
| 15.50 | Bo-Han Xu | 3D Non-Linear Finite Element Modelling of Traditional Timber Connections | 536 |
| 16.10 | Hideaki Tanahashi | Elasto-Plastic Pasternak Model Simulation of Static and Dynamic Loading Tests of Traditional Wooden Frames | 508 |
| 16.30 | Vanessa Baño | F.E.M. Analysis of the Strength Loss in Wood Due to the Presence of Knots | 249 |
| 16.50 | Jan Oscarsson | Strain Fields Around a Traversing Edge Knot in a Spruce Specimen Exposed to Tensile Forces | 96 |
| Session 59 Repair and monitoring technologies 2 Room Venezia | |||
| Time | Author | Title | ID |
| 15.50 | Andreas Meisel | Ancient Roof Structures: Capacity of Battens and Repair Using Wood Based Panels | 847 |
| 16.10 | Wen-Shao Chang | Full-Scale Experiment on Reinforced Taiwanese Traditional Timber Frames | 830 |
| 16.30 | Bertolini Clara | Nanostructured Materials for Durability and Restoration of Wooden Surfaces in Architecture and Civil Engineering | 237 |
| 16.50 | Sang-Joon Lee | Application of the Ultrasonic Testing for Condition Assessment of Traditional Wooden Building | 779 |
| 17.10 | John C Moore | A Review of Non-Destructive Test Methods: Appropriate Choice of a Method for Use with Timber Beam Bridge Girders | 848 |
| Session 60 Seismic and racking design 7 Room Riva | |||
| Time | Author | Title | ID |
| 15.50 | WeiChiang Pang | A Beam-Spring Analog Model for Seismic Analysis of Semi-Rigid Wood Diaphragms | 185 |
| 16.10 | Kenneth Leitch | The Development of a Hybrid Racking Panel | 173 |
| 16.30 | Marjan Popovski | Lateral Load Resistance of Cross-Laminated Wood Panels | 171 |
| 16.50 | Shuo Li | Lateral Load-Bearing Capacity of Wood Diaphragm in Hybrid Structure with Concrete Frame and Timber Floor | 371 |
| 17.10 | Bo Källsner | Some Design Aspects on Anchoring of Timber Frame Shear Walls by Transverse Walls | 461 |
| 18:00-19:00 | Shuttle buses organized for the participants attending the conference Dinner departure place: car park in front of the conference centre. |
Thursday 24/06
| Session 61 Building systems 5 Room Gardalake | |||
| Time | Author | Title | ID |
| 9.00 | Tuomo Poutanen | Glued Timber Trusses | 86 |
| 9.20 | Gabriela Tlustochowicz | Beam and Post System for Non-Residential Multi-Storey Timber Buildings - Horizontal Displacements in the Stabilising System | 50 |
| 9.40 | Vlatka Rajčić | Modern Prefabricated System for Wooden Family House | 49 |
| 10.00 | Jan-Willem van de Kuilen | Wood-Concrete Skyscrapers | 822 |
| 10.20 | Bruno Dujič | Prediction of Dynamic Response of a 7-Storey Massive Wooden Building Tested on a Shaking Table | 732 |
| Session 62 Architecture and structures 2 Room Trento | |||
| Time | Author | Title | ID |
| 9.00 | Rune B Abrahamsen | Expo 2010 Shanghai. Norwegian Pavilion | 450 |
| 9.20 | Bernd Nusser | Low-Pitched Timber Roofs | 429 |
| 9.40 | Richard Harris | The John Hope Gateway Biodiversity Centre | 289 |
| 10.00 | Anu Soikkeli | The Potential of Wood in Suburban Renovation | 182 |
| 10.20 | Kjell A. Malo | Roof Structure in Round Timber | 76 |
| Session 63 Failure analysis 1 Room Verona | |||
| Time | Author | Title | ID |
| 9.00 | Philipp Dietsch | Cinematic Visualization of Failure Mechanisms in Timber Structures | 739 |
| 9.20 | Aamir Khokhar | The Shear Strength, and Failure Modes, of Timber Joists Obtained from the Torsion Test Method | 682 |
| 9.40 | Pekka Tukiainen | Fracture of Spruce and Birch in the Rt Crack Propagation Direction Based on Digital Image Correlation Analysis of Esem Images | 524 |
| 10.00 | Finn Larsen | Numerical and Experimental Investigation of Moisture Driven Fracture in Solid Wood | 281 |
| 10.20 | Christian Jenkel | Brittle Failure of Timber Structures under Consideration of Uncertain Data | 88 |
| Session 64 Repair and monitoring technologies 3 Room Venezia | |||
| Time | Author | Title | ID |
| 9.00 | Yi-Jen Tseng | Evaluating the Wooden Purlin Using Drill Resistance Test | 749 |
| 9.20 | Alexander Naughton | Structural Maintenance, Repair and Analysis of Historic Timber Joint Connections | 543 |
| 9.40 | João Custódio | Experimental Assessment of the Durability of Bonded-In Rod Joints Used in the Rehabilitation of Timber Structures | 433 |
| 10.00 | Albino Angeli | Refurbishment of Traditional Timber Floor by Means of Wood-Wood Composite Structures Assembled with Inclined Screw Connectors | 205 |
| 10.20 | Bruno Calderoni | Experimental Identification of Ancient Timber Elements by Destructive and Non-Destructive Tests on Small Elements and in Situ Inspection | 743 |
| 10.40 | Beatrice Faggiano | The Ancient Timber Structures of the Royal Palace of Naples: Diagnosis, Analysis and Retrofitting | 754 |
| Session 65 Seismic and racking design 8 Room Riva | |||
| Time | Author | Title | ID |
| 9.00 | Patrick Schädle | Earthquake Behaviour of Modern Timber Construction Systems | 160 |
| 9.20 | Gunnar Gebhardt | Wood Fibre Insulation Boards as Load-Carrying Sheathing Material of Wall Panels | 120 |
| 9.40 | Ario ceccotti | A Proposal for a Standard Procedure to Establish the Seismic Behaviour Factor Q of Timber Buildings | 834 |
| 10.00 | Haibei Xiong | Cyclic Tests of Full-Scale Wood Framed | 674 |
| 10.20 | Takahiro Tsuchimoto | Effect of Horizontal Diaphragm and Column-End Joints on Ultimate Seismic Performance of Full-Sized 3-Story Wood Houses on Shaking Table | 797 |
| 11:00 | Coffee break |
| General session Room Rovereto | ||
| Time | Item | Presenter |
| 11.20 | Closing words | Ario Ceccotti |
| 11:35 | announce WCTE 2014 | Toratti Tomi |
| 11:45 | presentation of WCTE 2012 Auckland | Auckland organising committeé |
| 12.00 - 14:00 | Closing lunch | |