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摘要:
As there is a lack of earthquake damage data for factory buildings with seismic fortifications in China,seismic vulnerability analysis was performed by numerical simulation in this paper.The earthquake-structure analysis model was developed with considering the influence of uncertainties of the ground motion and structural model parameters.The small-size sampling was conducted based on the Latin hypercube sampling and orthogonal design methods.Using nonlinear analysis,the seismic vulnerability curves and damage probability matrix with various seismic fortification intensities(SFI)were obtained.The seismic capacity of the factory building was then evaluated.The results showed that,with different designs at different SFIs,the factory building could consistently achieve the three seismic fortification objectives.For the studied factory buildings with the SFI of 6,they satisfied the seismic fortification requirements of“no damage in moderate earthquakes,mendable in strong earthquakes”;for those buildings with SFIs of 7 and 8,the requirement of“no collapsing in super strong earthquakes”was generally met;while for those with SFIs of 9,the requirement of“mendable in moderate earthquakes”was almost satisfied.The results showed factory buildings designed with low SFIs are better at achieving the seismic fortification objectives than those designed with high SFIs.
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篇名 Seismic Vulnerability Analysis of Single-Story Reinforced Concrete Industrial Buildings with Seismic Fortification
来源期刊 结构耐久性与健康监测(英文) 学科 地球科学
关键词 Seismic VULNERABILITY analysis uncertainty LATIN HYPERCUBE sampling ORTHOGONAL design nonlinear time history FACTORY buildings
年,卷(期) 2019,(2) 所属期刊栏目
研究方向 页码范围 123-142
页数 20页 分类号 P31
字数 语种
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研究主题发展历程
节点文献
Seismic
VULNERABILITY
analysis
uncertainty
LATIN
HYPERCUBE
sampling
ORTHOGONAL
design
nonlinear
time
history
FACTORY
buildings
研究起点
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研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
结构耐久性与健康监测(英文)
季刊
1930-2983
江苏省南京市浦口区东大路2号东大科技园A
出版文献量(篇)
39
总下载数(次)
0
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0
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