EFFECT OF DEPTH OF GROUND WATER ON THE SEISMIC RESPONSE OF FRAME TYPE BUILDINGS ON SAND DEPOSITS. PART I: SOIL RESPONSE

机译：地下水水深对砂土框架型房屋地震反应的影响。第一部分：土壤反应

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Earthquake codes often times classify the subsoil based on their shear wave velocities which are mostly calculated based on the situ static conditions. However, it has been shown by various researchers that saturated sands exhibit a softening behavior under cyclic conditions. As a result of this behavior the surface response may be significantly affected by the existence of ground water. In this study, the effect of depth of water table on the seismic response of sand deposits is investigated.

机译：地震代码通常会根据其剪切波速来对地下土进行分类，而剪切波速大多是根据现场静态条件来计算的。然而，各种研究人员已经证明，饱和砂在循环条件下表现出软化行为。这种行为的结果是，地下水的存在可能会严重影响表面响应。在这项研究中，研究了地下水位深度对砂沉积物地震响应的影响。

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来源
《Coupled site and soil-structure interaction effects with application to seismic risk mitigation》|2008年|273-280|共8页
会议地点 Borovets(BG)
作者
S. Umit Dikmen; A. Murat Turk; Guven Kiymaz;
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作者单位

Department of Civil Engineering, Istanbul Kultur University,Bakirkoy, 34156, Istanbul, Turkey;

Department of Civil Engineering, Istanbul Kultur University,Bakirkoy, 34156, Istanbul, Turkey;

Department of Civil Engineering, Istanbul Kultur University,Bakirkoy, 34156, Istanbul, Turkey;

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原文格式 PDF
正文语种 eng
中图分类
关键词
seismic; sand; ground water; ground response;

机译：地震砂;地下水；地面反应;

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EFFECT OF DEPTH OF GROUND WATER ON THE SEISMIC RESPONSE OF FRAME TYPE BUILDINGS ON SAND DEPOSITS. PART I: SOIL RESPONSE

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