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加筋挡土墙震害分析

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摘要 主要介绍了阪神、台湾集集、四川汶川大地震中,部分遭受地震破坏的加筋挡土墙的基本结构,破坏情况。并且对其加以分析,就本生结构要素而言,加筋挡土墙的结构连续性,筋材间距长度布置,面板的连接件强度与刚度,以及高大加筋挡土墙分级阶面尺寸对加筋挡土墙的抗震性能都有不同程度的影响。而安置在加筋挡土墙的外部设施亦影响其抗震性能。
作者 宋平
机构地区 华南理工大学
出处 《低温建筑技术》 2014年第5期126-128,共3页 Low Temperature Architecture Technology
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参考文献4

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二级参考文献29

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