Update to ASCE/SEI 41 concrete provisions

被引:146
作者
Elwood, Kenneth J. [1 ]
Matamoros, Adolfo B.
Wallace, John W.
Lehman, Dawn E.
Heintz, Jon A.
Mitchell, Andrew D.
Moore, Mark A.
Valley, Michael T.
Lowes, Laura N.
Comartin, Craig D.
Moehle, Jack P.
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Univ Kansas, Dept Civil Environm & Architectural Engn, Lawrence, KS 66045 USA
[3] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
[4] Univ Washington, Dept Civil & Environm Engn, Seattle, WA 98195 USA
[5] Appl Technol Council, Redwood City, CA 94065 USA
[6] Degenkolb Engn, San Francisco, CA 94104 USA
[7] Forell Elsesser Engn, San Francisco, CA 94111 USA
[8] Magmusson Klemencic Assoc, Seattle, WA 98101 USA
[9] Univ Washington, Dept Civil & Environm Engn, Seattle, WA 98195 USA
[10] CDComartin, Stockton, CA 95207 USA
[11] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
D O I
10.1193/1.2757714
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A proposed supplement to ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings. Based on experimental evidence and empirical models, the proposed supplement includes revisions to modeling parameters and acceptance criteria for reinforced concrete beams, columns, structural walls, beam-column joints, and slab-column frames. The revisions are expected to result in substantially more accurate and, in most cases, more liberal assessments of the structural capacity of concrete components in seismic retrofit projects.
引用
收藏
页码:493 / 523
页数:31
相关论文
共 39 条
[1]  
ACI 352, 2002, 352 ACI
[2]  
Allen FH, 1977, ACI J, V74, P294
[3]  
[Anonymous], 2005, ACI 318-05
[4]  
[Anonymous], 2004, P 13 WORLD C EARTHQ
[5]  
[Anonymous], 1975, EXPT RESULTS REINFOR
[6]  
[Anonymous], FEMA PUBL
[7]  
*ASCE SEI, 2007, SEISM REH EX BUILD, V41
[8]  
Barda F., 1977, REINFORCED CONCRETE, P149
[9]  
Bayrak O, 1997, ACI STRUCT J, V94, P708
[10]  
Beres A., 1992, Technical Report NCEER-92-0024