Reply to the discussion by Richard Redwood and Patrick Paultre on "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames"

被引：0
作者：
Lacerte, Martin [1 ]
Tremblay, Robert [1 ]
机构：
[1] Ecole Polytech, Dept Civil Geol & Mining Engn, Montreal, PQ H3C 3A7, Canada
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 2007年 / 34卷 / 05期
关键词：
D O I：
10.1139/L07-036
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：688 / 689
页数：2
相关论文
共 6 条
[1]   Development of seismic hazard maps for the proposed 2005 edition of the National Building Code of Canada [J].
Adams, J ;
Atkinson, G .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2003, 30 (02) :255-271
[2]  
*CSA, 2001, CANCSAS1601
[3]  
*CSA, 2005, CSAS16S105, V1
[4]  
NRCC, 2005, National building code of Canada 2005, V12
[5]   SEISMIC RESPONSE OF CONCENTRICALLY BRACED STEEL FRAMES [J].
REDWOOD, RG ;
LU, F ;
BOUCHARD, G ;
PAULTRE, P .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (06) :1062-1077
[6]  
Tremblay R., 2001, EARTHQ SPECTRA, V17, P333, DOI DOI 10.1193/1.1586178
1