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土层地震反应等效线性化方法综述

Summarization on equivalent linear method of seismic responses for soil layers

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【作者】 齐文浩薄景山

【Author】 QI Wen-hao1 BO Jing-shan1,2(1.Institue of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;2.Institute of Disaster-Prevention Science and Technology, Sanhe 065201)

【机构】 中国地震局工程力学研究所中国地震局工程力学研究所 黑龙江哈尔滨150080黑龙江哈尔滨150080防灾科技学院河北三河065201

【摘要】 当前土层地震反应分析所用的主要方法是一维等效线性化波动方法。简单阐述了等效线性化方法的基本原理,总结了其发展历程和现状。根据其原理和多年的应用实践,指出了其优点和缺点。其优点主要是概念简单明确,计算量较小,便于工程应用。其缺点主要是该方法本身不能反应地震波在土体传播的真实过程,在工程实践中处理软弱土层和强震动输入时所表现出的一些不合理的地方。并对这些优缺点的机理进行了简要地分析。

【Abstract】 One-dimension equivalent linear method is a main method of seismic response analysis for soil layers. In this paper, the method’s basic principle is clarified briefly, its developing course and actualities are summarized. According to its basic principle and application practice, its merits and shortcomings are pointed out. Its merits are simple and clear conception, little calculation and easy application to engineering. Its shortcomings are not to simulate the soil’s status really when the wave propagates through soil layers, and are to obtain unreasonable results when soft layer or strong earthquake input is calculated by the method in engineering practice. The reasons why the merits and shortcomings appear are analyzed briefly.

【基金】 地震科技行业专项(2007年)(8-39)资助
  • 【文献出处】 世界地震工程 ,World Earthquake Engineering , 编辑部邮箱 ,2007年04期
  • 【分类号】P315.9
  • 【被引频次】104
  • 【下载频次】972
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