Measuring the Impact of Enhanced Building Performance on the Seismic Resilience of a Residential Community

被引:32
作者
Burton, Henry V. [1 ]
Deierlein, Gregory [2 ]
Lallemant, David [2 ]
Singh, Yogendra [3 ]
机构
[1] Univ Calif Los Angeles, Dept Civil & Environm Engn, 5732E Boelter Hall, Los Angeles, CA 90024 USA
[2] Stanford Univ, Dept Civil & Environm Engn, Bldg 540, Stanford, CA 94305 USA
[3] Indian Inst Technol, Dept Earthquake Engn, Roorkee 247667, Uttar Pradesh, India
基金
美国国家科学基金会;
关键词
EARTHQUAKE LOSS; RECOVERY; SIMULATION; EVENT;
D O I
10.1193/040916EQS057M
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The relationship between the earthquake performance of an inventory of buildings and the seismic resilience of a residential community is examined, by quantifying the immediate post-earthquake reduction and recovery of the shelter-in-place housing capacity. The effect of several mitigation strategies that involve replacing portions of the existing building stock with an enhanced seismic performance system is evaluated. The impact on community resilience is assessed based on the immediate and cumulative loss of permanent housing occupancy as well as the time to recover some fraction of the pre-earthquake housing capacity. The results show how the slope of the recovery curve for occupiable housing during different periods following the event can be linked to the distribution of building damage. In addition to limiting major damage, enhanced building seismic performance is shown to reduce aggregate losses over the recovery period, thereby having a significant effect on both the safety and resilience of residential communities.
引用
收藏
页码:1347 / 1367
页数:21
相关论文
共 34 条
[1]   On the Use of High-Resolution Topographic Data as a Proxy for Seismic Site Conditions (VS30) [J].
Allen, Trevor I. ;
Wald, David J. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2009, 99 (2A) :935-943
[2]  
[Anonymous], OPEN SYSTEM EARTHQUA
[3]  
[Anonymous], 2012, 15 WORLD C EARTHQ EN
[4]  
[Anonymous], 2014, THESIS STANFORD U ST
[5]   Correlation of spectral acceleration values from NGA ground motion models [J].
Baker, Jack W. ;
Jayaram, Nirmal .
EARTHQUAKE SPECTRA, 2008, 24 (01) :299-317
[6]   Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s [J].
Boore, David M. ;
Atkinson, Gail M. .
EARTHQUAKE SPECTRA, 2008, 24 (01) :99-138
[7]   A framework to quantitatively assess and enhance the seismic resilience of communities [J].
Bruneau, M ;
Chang, SE ;
Eguchi, RT ;
Lee, GC ;
O'Rourke, TD ;
Reinhorn, AM ;
Shinozuka, M ;
Tierney, K ;
Wallace, WA ;
von Winterfeldt, D .
EARTHQUAKE SPECTRA, 2003, 19 (04) :733-752
[8]  
Burton H., 2017, EARTHQUAKE IN PRESS
[9]   Simulation of Seismic Collapse in Nonductile Reinforced Concrete Frame Buildings with Masonry Infills [J].
Burton, Henry ;
Deierlein, Gregory .
JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (08)
[10]   Rocking Spine for Enhanced Seismic Performance of Reinforced Concrete Frames with Infills [J].
Burton, Henry V. ;
Deierlein, Gregory G. ;
Mar, David ;
Mosalam, Khalid M. ;
Rodgers, Janise ;
Gunay, Selim .
JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (11)