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CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION
CMS11 - INNOVATIVE SOLUTIONS IN MASS TIMBER CONSTRUCTION:ALTERNATIVES TO CONVENTIONAL PLATFORM CONSTRUCTION
TUESDAY
AMBER 1 | Convenors: A. Palermo, M. Li
14:30 - 14:38 A NOVEL INTER-STORY ISOLATION SYSTEM FOR CROSS-LAMINATED TIMBER (CLT) PLATFORM CONSTRUCTION
R. Lal, A. Hashemi, P. Quenneville
14:38 - 14:46 ASSESSING SEISMIC PERFORMANCE OF HYBRID CLT AND RC STRUCTURES: A STRUT WIDTH APPROACH
K. Kanemitsu, S. Kumagawa, M. Yamane, H. Alwashali, C. Quan, K. Jin
14:46 - 14:54 CLT-SHEAR WALL CONNECTED WITH STEEL BAR-TIMBER COMPOSITE COLUMN DISSIPATING HIGH-ENERGY
T. Suyama, R. Kawasaki, R. Kamimakise, S. Shioya
14:54 - 15:02 CONTROLLED-BUCKLING REPLACEABLE CONNECTION FOR MASS TIMBER MOMENT RESISTING FRAMES
F. Cattani, E. Chavez, G. Lomiento
15:02 - 15:10 DEVELOPING AN APPLICATION FOR MASS TIMBER PLY PANELS (MPP) IN SEISMIC AND ENERGY WALL RETROFIT
G. Orozco, A. Barbosa, M. Fretz, J. Stenson, J. Sheine
15:10 - 15:18 ESTIMATING FIRST AND HIGHER-MODE EFFECTS FOR THE DESIGN OF ROCKING MASS TIMBER WALLS WITH CONTROLLED OVERTURNING MOMENTS
L. Pieroni, G.A. Araújo Rodríguez, B. Simpson, F. Freddi, P. Mishra, P. Uarac, A. Barbosa, A. Sinha, J.W. van de Lindt, N. Brown
15:18 - 15:26 EXPERIMENTAL STUDY OF SELF-CENTERING CLT WALLS WITH REPLACEABLE COUPLING BEAMS
J. Liu, X. Wang, H. Zheng, F. Lam, Z. Li
15:26 - 15:34 IMMERSIVE MULTI-PERFORMANCE PARAMETRIC FRAMEWORK TO ENHANCE LOW-DAMAGE TIMBER BUILDINGS DESIGN
G. Formichetti, G. Loporcaro, S. Pampanin
15:34 - 15:42 MULTIOBJECTIVE OPTIMIZATION OF A COUPLED WALL SYSTEM FOR TALL TIMBER BUILDINGS
Y. Miyazu, C. Loss
15:42 - 15:50 QUASI-STATIC REVERSED CYCLIC TESTS ON TWO-STOREY CLT HOUSES
M. Masroor, S. Gheisary, Y. Pan, T. Tannert
WEDNESDAY
MONITOR 10 | Convenors: A. Palermo, M. Li
09:00 - 09:09 CALIBRATION OF RECENT TIMBER EXPERIMENTS WITH “DOWELTYPE” HYSTERETIC MODEL
H. Dong, J. Tao, X. Wang, J. Luo
09:09 - 09:18 INFLUENCE OF CONSTRUCTION METHODS ON THE LATERAL BEHAVIOUR OF CLT-GLULAM HYBRID STRUCTURAL SYSTEMS
X. Wang, M. He, Z. Li
09:18 - 09:27 INTELLIGENT DAMAGE RECOGNITION OF TIMBER STRUCTURE CONNECTIONS BASED ON X-RAY DIGITAL RADIOGRAPHY
J. Luo, Z. Yang, K. Ren, Y. Cheng, Z. Sui, X. Wang, H. Dong
09:27 - 09:36 NUMERICAL MODELLING OF LOW-DAMAGE POST-TENSIONED SINGLE, DOUBLE AND C-SHAPED CLT SHEAR WALLS
F. Chen, M. Li, Z. Li, J.R. Brown
09:36 - 09:45 PROPOSAL OF AN ANALYTICAL MODEL FOR A CLT WALL AND STEEL FRAME HYBRID STRUCTURE
A. Minegishi, A.G. Aljuhmani, M. Maeda, E. Atsuzawa, K. Tsuda, R. Takahashi, Y. Goto, N. Matsumoto, J. Sakuta
09:45 - 09:54 SEISMIC LOSS AND DOWNTIME ASSESSMENT OF CLT SHEAR-WALL AND GLULAM MOMENT-RESISTING FRAME SYSTEM
B.T. Teweldebrhan, B.T. Teweldebrhan, S. Tesfamariam
09:54 - 10:03 SEISMIC PERFORMANCE EVALUATION OF BALLOON-TYPE CONVENTIONAL AND RESILIENT CLT SHEAR WALLS
T. Yang, A. Ghahremani Baghmisheh, M. Li, S. Lepine-Lacroix, S. Fathizadeh
10:03 - 10:12 SEISMIC PERFORMANCE OF BALLOON-TYPE COUPLED CLT SHEAR WALLS WITH HIGH-CAPACITY SCREWED HOLD-DOWNS
K. Krauss, B. Moerman, M. Li, F. Lam, T.Y. Yang
10:12 - 10:21 STEEL BAR-TIMBER COMPOSITE BEAM-COLUMN CONNECTION ADOPTING STEEL DAMPER
Y. Shimoirisa, M. Nakamura, Y. Kondou, S. Shioya