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Seismic Vulnerability Analysis of Single-Story Reinforced Concrete Industrial Buildings with Seismic Fortification

机译:抗震防御性单层钢筋混凝土工业建筑地震脆弱性分析

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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.
机译:由于缺乏中国抗震防御工厂建筑物的地震损伤数据,因此在本文的数值模拟中进行了地震漏洞分析。考虑到地面运动的不确定性和结构的影响,开发了地震结构分析模型模型参数。基于拉丁超立体采样和正交设计方法进行了小尺寸采样。使用非线性分析,获得了具有各种地震强化强度(SFI)的地震漏洞曲线和损坏概率矩阵。工厂的地震能力然后评估建筑物。结果表明,在不同的SFIS不同的设计中,工厂建筑可以始终如一地达到三种地震设防目标。对于使用6的SFI的研究厂房,他们满足了“没有损坏的地震设防要求”在适度地震中,在强烈的地震中可达“;对于那些拥有7和8的楼宇的建筑物,普遍满足“超强地震”的要求;同时对于第9次SFI的人来说,“适度地震”的要求几乎满足。结果显示了工厂建筑具有低SFI的设计优于实现地震强化目标,而不是具有高SFIS的抗锯齿。

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