国外木结构建筑的抗震性能研究
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摘要
根据国外的有关文献资料,论述了影响木框架结构抗震性能的主要因素以及木框架建筑的震害调查结果,介绍了目前木框架建筑抗震研究的最新成果。
Based on data abroad,the main factors influening the anti-seismic behavior of timber buildings were introduced and the investigation about the results of the seismic damages of timber buildings in the past were given. And the current anti-seismic research achievements of timber structures were presented.
Based on data abroad,the main factors influening the anti-seismic behavior of timber buildings were introduced and the investigation about the results of the seismic damages of timber buildings in the past were given. And the current anti-seismic research achievements of timber structures were presented.
引文
1 SvenThelandersson,HansJLarsen.TimberEngineering.JohnWiley&Sons,LTD,2003:267～300
2 Chia-MingUang,KipGatto.Effects of finish materials anddynamic loading on the cyclic response of woodfram e shearwall.JStructEng,2003,129(10):1394～1402
3 DinehartD W,ShentonH W.III.Comparison of static anddynamic response of timber shear walls.JStructEng,1998,124(6):686～695
4 FalkR H,RafikY I.Dynamic characteristics of wood and gypsumdiaphragm.JStructEng,1987,113(6):1357～1370
5 GattoK,UangC-M.Effects of loading protocol on cyclicresponse of woodframe shearwalls.JStructEng,2003,129(10):1384～1393
6 Andre filiatrault,BryanFolz.Performance-based seismic designof wood framed shearwalls.JSrtuctEng,2002,128(4):39～47
7 FolienteG C.Hysteresis modeling of wood joints and structuraldesign.JStructEng,1995,121(6):1013～1022
8 FolzB,FiliatrautA.Cyclic analysis of wood shear walls.JStructEng,2000 b,127(4):433～441
9 P Dobrila,M Prem rov.Reinforcing methods for composite timberframe-fiberboard wall panels.EngStruct,2003,(25):1369～1376
10AhmdeM Tarabia,RaficY Itani.Seismic response of light-frame wood buildings.J StructEng,1997,123(11):1470～1477
11JosephM,Bracci,RebeccaF ,et al.Seismic performance ofconfined sill plate connections.J StructEng,1995,121(11):1357～1363
12 http://www.forintek.ca
13 http://www.curee.com
2 Chia-MingUang,KipGatto.Effects of finish materials anddynamic loading on the cyclic response of woodfram e shearwall.JStructEng,2003,129(10):1394～1402
3 DinehartD W,ShentonH W.III.Comparison of static anddynamic response of timber shear walls.JStructEng,1998,124(6):686～695
4 FalkR H,RafikY I.Dynamic characteristics of wood and gypsumdiaphragm.JStructEng,1987,113(6):1357～1370
5 GattoK,UangC-M.Effects of loading protocol on cyclicresponse of woodframe shearwalls.JStructEng,2003,129(10):1384～1393
6 Andre filiatrault,BryanFolz.Performance-based seismic designof wood framed shearwalls.JSrtuctEng,2002,128(4):39～47
7 FolienteG C.Hysteresis modeling of wood joints and structuraldesign.JStructEng,1995,121(6):1013～1022
8 FolzB,FiliatrautA.Cyclic analysis of wood shear walls.JStructEng,2000 b,127(4):433～441
9 P Dobrila,M Prem rov.Reinforcing methods for composite timberframe-fiberboard wall panels.EngStruct,2003,(25):1369～1376
10AhmdeM Tarabia,RaficY Itani.Seismic response of light-frame wood buildings.J StructEng,1997,123(11):1470～1477
11JosephM,Bracci,RebeccaF ,et al.Seismic performance ofconfined sill plate connections.J StructEng,1995,121(11):1357～1363
12 http://www.forintek.ca
13 http://www.curee.com
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