Citation: | OU Jiajia, YANG Xuebing, WANG Xijun, LI Zheng. LATERAL PERFORMANCE OF CROSS-LAMINATED TIMBER WALLS WITH TWO DIFFERENT CONSTRUCTION TYPES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 84-87,113. doi: 10.13204/j.gyjz202003014 |
KARACABEYLI E, DOUGLAS B. CLT Handbook[M]. US ed. Quebec:FPInnovations and Binational Softwood Lumber Council, Point-Claire, 2013.
|
CECCOTTI A. New Technologies for Construction of Medium-rise Buildings in Seismic Regions:the XLAM Case[J]. Structural Engineering International, 2008, 18(2):156-165.
|
GAVRIC I, FRAGIACOMO M, CECCOTTI A. Cyclic Behavior of CLT Wall Systems:Experimental Tests and Analytical Prediction Models[J]. Journal of Structural Engineering, 2015, 141(11):DOI: org/10.1061/(ASCE)ST.
|
CECCOTTI A, FOLLESA M, LAURIOLA M P, et al. SOFIE Project-Test Results on the Lateral Resistance of Cross-Laminated Wooden Panels[C]//Proceedings of the First European Conference on Earthquake Engineering and Seismicity. 2006.
|
GAVRIC I, FRAGIACOMO M, CECCOTTI A. Cyclic Behaviour of Typical Metal Connectors for Cross-Laminated (CLT) Structures[J]. Materials and Structures, 2015, 48(6):1841-1857.
|
LIU J, LAM F. Experimental Test of Coupling Effect on CLT Hold-Down Connections[J]. Engineering Structures, 2019, 178:586-602.
|
LIU J, LAM F. Experimental Test of Coupling Effect on CLT Angle Bracket Connections[J]. Engineering Structures, 2018, 171:862-873.
|
ISO. Timber structures-joints made with mechanical fasteners-quasi-static reversed-cyclic test method:ISO 16670[S]. Geneva:International Organization for Standardization, 2003.
|
ASTM. Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings[S]. West Conshohocken, PA:American Society for Testing and Materials, 2019.
|