CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS
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CMS3 - RESEARCH DEVELOPMENTS AND DESIGN IMPLICATIONS FOR EARTHQUAKE-RESISTANT TIMBER BUILDINGS |
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| MONDAY | ||||||||
| BROWN 2 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 14:30 - 14:45 | MASS TIMBER FRAMES WITH TIMBER BUCKLING RESTRAINED BRACES C. Pantelides, E. Williamson, E.-. Blomgren, D. Rammer | |||||||
| 14:45 - 15:00 | EVALUATION OF SYSTEM EFFECTS IN LIGHT FRAME TIMBER BUILDINGS THROUGH A SHAKE TABLE TEST D. Valdivieso, D. Quizanga, J.L. Almazan, D. Lopez-Garcia, P. Guindos, A. Liel | |||||||
| 15:00 - 15:15 | STUDY ON SEISMIC BEHAVIOR OF TIMBER STRUCTURES SUBJECTED TO REPEATED EARTHQUAKE MOTIONS Y. Yamazaki, K. Matsuda, H. Sakata | |||||||
| 15:15 - 15:30 | INNOVATIONS TO INCREASE WOOD SHEAR WALL DESIGN CAPACITY AND RESILIENCY M. Deigert, T. Reichenberg, K. Lowry, A. Shellooe, P. Laursen, J. Lawson | |||||||
| 15:30 - 15:45 | SEISMIC ANALYSIS OF TIMBER-CONCRETE COMPOSITE SINGLE SPAN BRIDGES WITH HYSTERETIC DAMPERS A. Ansalone, G. D Arenzo, W. Seim | |||||||
| TUESDAY | ||||||||
| MONITOR 6 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 09:00 - 09:07 | SEISMIC PERFORMANCE OF WHOLE CULM BAMBOO STRUCTURES AND RECOMMENDATIONS FOR DESIGN USING ISO 22156 S. Kaminski, D. Grant, K. Harries, D. Trujillo, L.F. Lopez | |||||||
| 09:07 - 09:14 | SEISMIC PERFORMANCE ASSESSMENT OF POST-TENSIONED CLT SHEAR WALL BUILDINGS H. Zhu, M. Bezabeh, A. Iqbal, M. Popovski, Z. Chen | |||||||
| 09:14 - 09:21 | HIGH PERFORMANCE SEISMIC RESILIENT TIMBER WALL STRUCTURES WITH LOW DAMAGE FLOOR CONNECTION S. Assadi, A. Hashemi, P. Quenneville | |||||||
| 09:21 - 09:28 | SHAKE TABLE TESTING OF A FULL-SCALE WOOD FRAME BUILDING WITH NONSTRUCTURAL COMPONENTS M. Motamedi, G. Taylor, C.E. Ventura | |||||||
| 09:28 - 09:35 | DESIGN OF TEST SETUP FOR HYSTERETIC DAMPERS AND BEARINGS APPLIED TO TIMBER SINGLE SPAN BRIDGES A. Ansalone, G. D Arenzo, W. Seim | |||||||
| 09:35 - 09:42 | A NUMERICAL INVESTIGATION OF MECHANICAL CONNECTORS IN STEEL-TIMBER JOINTS UNDER CYCLIC LOADING L. Corti, G. Muciaccia | |||||||
| 09:42 - 09:49 | A STUDY ON MECHANICAL BEHAVIOR OF PRESTRESSED COLUMN-BEAM JOINTS IN WOODEN STRUCTURE M. Tanigawa, H. Sakata | |||||||
| 09:49 - 09:56 | A STUDY ON SIMPLE RESPONSE DISPLACEMENT PREDICTION METHOD OF TIMBER HOUSE UNDER MULTIPLE EARTHQUAKES M. Nakao, T. Furuta | |||||||
| 09:56 - 10:03 | ANALYTICAL APPROACH FOR CLT SINGLE-STOREY SHEARWALLS WITH OPENINGS IN THE ELASTIC RANGE M. Mestar, T. Mori, G. Doudak | |||||||
| 10:03 - 10:10 | COLLAPSE ASSESSMENT OF RESILIENT SINGLE AND COUPLED CLT WALLS WITH UNCERTAINTIES. S.R. Agarwal, P. Quenneville, A. Hashemi | |||||||
| 10:10 - 10:18 | DUCTILE PERFORATED PLATE CONNECTIONS FOR HEAVY TIMBER MOMENT-RESISTING FRAMES E. Chavez, F. Cattani, G. Lomiento | |||||||
| MONITOR 7 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 09:00 - 09:08 | CYCLIC TESTS ON BEAM-TO-COLUMN JOINT WITH STEEL LINK FOR TIMBER SEISMIC RESISTANT STRUCTURES G. Iovane, L. Rodrigues, J. Branco, B. Faggiano | |||||||
| 09:08 - 09:16 | EFFECTS OF THE FLOOR-WALL INTERACTION ON THE POST-ELASTIC RESPONSE OF SEGMENTED CLT SHEAR WALLS G. D Arenzo, W. Seim | |||||||
| 09:16 - 09:24 | EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF TIMBER FRAME WITH NOVEL ENERGY-DISSIPATION JOINTS K. Yuan, D.D. Dang, Y. Liu, Y.T. Liu, D. Gan | |||||||
| 09:24 - 09:32 | EFFECT OF SEISMIC LOAD INTENSITY ON DESIGN OF CONNECTIONS IN CLT BUILDINGS - PARAMETRIC STUDY I. Lukic, B. Azinovic, L. Naumovski, M. Premrov, V. Zegarac Leskovar | |||||||
| 09:32 - 09:40 | EVALUATION OF NONLINEAR SEISMIC DEMANDS OF LOW-RISE CLT BUILDINGS USING SIMPLIFIED ANALYSIS METHODS S.S. Askariani, F. Najam, L. Tobber | |||||||
| 09:40 - 09:48 | EXPERIMENTS ON EFFECTIVENESS OF SEISMIC DAMPER REINFORCEMENT OF TRADITIONAL TIMBER FRAME H. Nakaji, T. Suda, S. Yoshitomi, Y. Suzuki, C. Yan | |||||||
| 09:48 - 09:57 | INNOVATION OF TIMBER STRUCTURES IN JAPAN -PRACTICE AND RESEARCH- H. Isoda, R.Y. Je Too, M. Shinohara, T. Tsuji, T. Noda, Y. Araki | |||||||
| 09:57 - 10:06 | LIGHT TIMBER FRAME SHEAR WALLS IN MULTI-STOREY BUILDINGS – EXPERIMENTAL FULL-SCALE TESTS L. Rauber, G. Balaskas, V. Wilden, C. Vulcu, B. Hoffmeister | |||||||
| 10:06 - 10:15 | MICROTREMOR MEASUREMENTS AND NUMERICAL MODELLING OF A TALL TIMBER-CONCRETE HYBRID BUILDING Y. Miyazu, C. Loss | |||||||
| BROWN 2 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 10:30 - 10:43 | NUMERICAL MODELING OF THE SEISMIC PERFORMANCE OF A 10-STORY MASS TIMBER BUILDING S. Wichman, J. Berman, S. Pei, R. Zimmerman | |||||||
| 10:43 - 10:56 | SEISMICALLY RESILIENT CONNECTIONS FOR MASS TIMBER BUILDINGS S. Pryor, S. Pei, J. W. van de Lindt, D. Huang | |||||||
| 10:56 - 11:09 | STRUCTURAL LIMITATIONS IN THE USE OF EARTHQUAKE-RESISTANT PROPRIETARY CONNECTIONS IN MULTI-STOREY CLT BUILDINGS: A MULTI-PARAMETRIC NUMERICAL STUDY V. Nicolussi, L. Pozza, A. Polastri, D. Casagrande | |||||||
| 11:09 - 11:22 | SEISMIC ASSESSMENT OF A 4-STORY TIMBER BUILDING IN LISBON USING CALIBRATED CONNECTION MODELS C.D. Aquino, F. Ribeiro, L. Rodrigues, J. Branco | |||||||
| 11:22 - 11:35 | DAMAGE ASSESSMENT FOR BALLOON-TYPE CLT SHEAR WALL SYSTEMS SUBJECTED TO M9 EARTHQUAKE SCENARIO E. Ferdosi, C. Loss, C. Ventura | |||||||
| 11:35 - 11:45 | THE REVISION OF THE TIMBER CHAPTER OF EN1998-1-2: THE NEW EUROCODE GENERATION FOR SEISMIC DESIGN M. Fragiacomo, M. Follesa, V. Rinaldi, M. Sciomenta, D. Casagrande | |||||||
| MONITOR 6 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 14:30 - 14:38 | MODELING ASPECTS AND DYNAMIC CHARACTERISTICS OF THE SEISMIC PERFORMANCE OF LIGH-FRAME WOOD SHEARWALL E. Morshedi, G. Doudak | |||||||
| 14:38 - 14:46 | MULTI-OBJECTIVE OPTIMIZATION OF CROSS-LAMINATED TIMBER SHEAR WALLS G. Boshrouei Shargh, A. Barbosa, B. Simpson, A. Sinha, J. van de Lindt, N. Brown | |||||||
| 14:46 - 14:54 | PARAMETRIC STUDY ON PULL-OUT BEHAVIOR OF GLUED-IN ROD CONNECTION BY FINITE ELEMENT ANALYSIS K.M. Hwang, H.W. LIm, E.S. Kim, D.H. Jang, K.M. Lee | |||||||
| 14:54 - 15:02 | RELATIONSHIP BETWEEN RESIDUAL DEFORMATION AND MA XIMUM INTER STORY DEFORMATION OF WOODEN HOUSES N. Kotani, T. Hirai, Y. Nagano | |||||||
| 15:02 - 15:10 | SEISMIC ANALYSES OF MULTI-STOREY CLT STRUCTURES WITH HIGH-PERFORMANCE CONNECTIONS F. Smiroldo, A. Gaspari, D. Viel, E. Borsati, I. Giongo | |||||||
| 15:10 - 15:18 | SEISMIC DESIGN CONSIDERATIONS FOR THE NEXT GENERATION OF TIMBER BUILDINGS IN CANADA: A REVIEW C. Loss, M. Popovski, T. Yang | |||||||
| 15:18 - 15:26 | SEISMIC PERFORMANCE ASSESSMENT OF LOW-RISE CLT BUILDING UNDER NEAR AND FAR-FIELD GROUND MOTIONS S. Javidi, I. Gavric, G. Fourlaris, M.R. Salami | |||||||
| 15:26 - 15:35 | SEISMIC PERFORMANCE OF A TIMBER HOUSE USING CLT HORIZONTAL DIAPHRAGM T. Furuta, M. Nakao | |||||||
| 15:35 - 15:45 | SEISMIC PERFORMANCE OF SINGLE-STORY PAVILION-TYPE TIMBER FRAME Z. Sun, P. Xiang, L. Jia | |||||||
| MONITOR 7 | Convenors: D. Casagrande, G. Doudak, M. Sciomenta, G. D’Arenzo | ||||||||
| 14:30 - 14:39 | SHAKE TABLE TESTING OF A SIX-STORY, FULL-SCALE, MASS TIMBER ROCKING WALL USING BUCKLING-RESTRAINED BOUNDARY ELEMENTS AS ENERGY DISSIPATORS M. McBain, B. Simpson, G. Araujo, L. Pieroni, A. Barbosa, J. van de Lindt, A. Sinha, N. Brown, S. Kontra, P. Mishra, L. Gioiella, S. Sorosh, T. Hutchinson, S. Pryor, T. Field, P. Uarac | |||||||
| 14:39 - 14:48 | SHAKE TABLE TESTS OF CROSSLAM ASSEMBLIES L. Morillas, D. Escolano-Margarit, J.A. Balmori-Roiz, F.J. Rescalvo, A. Gallego-Molina, C. Cruz, A. Benavent-Climent | |||||||
| 14:48 - 14:57 | SHAKING-TABLE TESTS ON TRADITIONAL AND CONVENTIONAL ASSEMBLED WOODEN FRAME STRUCTURES H. Tagawa | |||||||
| 14:57 - 15:06 | SIMPLIFIED PUSHOVER ANALYSIS FOR PARAMETRIC STUDY OF PREFABRICATED LFTP BUILDING'S SEISMIC BEHAVIOR M. Krzan, L. Balant, T. Pazlar, B. Ber | |||||||
| 15:06 - 15:15 | TIMBER ELEMENTS WITH POLYURETHANE FLEXIBLE JOINTS AS SEISMIC PROTECTION A. Kwiecien, K. Sliwa-Wieczorek, B. Zajac, P. Stecz, J. Chelmecki | |||||||
| 15:15 - 15:24 | TRIAL SEISMIC DESIGN FOR 10-STORY TIMBER CONSTRUCTION T. Tsuchimoto, T. Miyake, A. Mitsuhashi | |||||||
| 15:24 - 15:33 | SEISMIC FRAGILITY OF LIGHTWEIGHT GLUBAM FRAME STRUCTURES SUBJECTED TO PULSE-LIKE GROUND MOTIONS Q. Gao, R. Wang, G. Monti, C. Demartino, Z. Li | |||||||
| 15:33 - 15:42 | SEISMIC BEHAVIOUR OF TIMBER FRAMED MASONRY SYSTEMS STRENGTHENED BY NAILS A. Gani, D.C. Rai, J.M. Banday | |||||||
