SEISMIC DESIGN OF CROSS-LAMINATED TIMBER BUILDINGS

被引:63
作者
Tannert, Thomas [1 ]
Follesa, Maurizio [2 ]
Fragiacomo, Massimo [3 ]
Gonzalez, Paulina [4 ]
Isoda, Hiroshi [5 ]
Moroder, Daniel [6 ]
Xiong, Haibei [7 ]
van de Lindt, John [8 ]
机构
[1] Univ Northern British Columbia, Wood Engn, Prince George, BC, Canada
[2] dedaLEGNO, Florence, Italy
[3] Univ Aquila, Dept Civil Construct Architectural & Environm Eng, Laquila, Italy
[4] Univ Santiago Chile, Dept Ingn Obras Civiles, Santiago, Chile
[5] Kyoto Univ, Res Inst Sustainable Humanosphere, Kyoto, Japan
[6] PTL Struct Consultants, Christchurch, New Zealand
[7] Tongji Univ, Civil Engn, Shanghai, Peoples R China
[8] Colorado State Univ, Dept Civil & Environm Engn, Infrastruct, Ft Collins, CO 80523 USA
来源
WOOD AND FIBER SCIENCE | 2018年 / 50卷
关键词
Seismicity; design standards; platform-type construction; ductility; connections; HAZARD MODEL;
D O I
10.22382/wfs-2018-037
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
The increasing interest in cross-laminated timber (CLT) construction has resulted in multiple international research projects and publications covering the manufacturing and performance of CLT. Multiple regions and countries have adopted provisions for CLT into their engineering design standards and building regulations. Designing and building CLT structures, also in earthquake-prone regions is no longer a domain for early adopters, but is becoming a part of regular timber engineering practice. The increasing interest in CLT construction has resulted in multiple regions and countries adopting provisions for CLT into their engineering design standards. However, given the economic and legal differences between each region, some fundamental issues are treated differently, particularly with respect to seismic design. This article reflects the state-of-the-art on seismic design of CLT buildings including both, the global perspective and regional differences comparing the seismic design practice in Europe, Canada, the United States, New Zealand, Japan, China, and Chile.
引用
收藏
页码:3 / 26
页数:24
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