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Earthquake Response Analysis of Whole Structural System for Reinforced Concrete Structures

钢筋混凝土结构整体结构体系地震反应分析

基本信息

批准号：
16360222
负责人：
MUTSUYOSHI Hiroshi
金额：
$ 7.1万
依托单位：
SAITAMA UNIVERSITY
依托单位国家：
日本
项目类别：
Grant-in-Aid for Scientific Research (B)
财政年份：
2004
资助国家：
日本
起止时间：
2004 至 2005
项目状态：
已结题

项目摘要

Recent earthquakes have stressed the importance of conducting response analysis of a whole structural system including structure, foundation and ground for the performance based design of a structure. For the development of a realistic analytical method, however, it is first imperative to clarify the behavior of pile and soil during earthquakes. The main objectives of this research are to study the seismic behavior of concrete pile and soil using full-scaled lateral loading test and to establish an analysis procedure based on the experiment. Full-scale lateral loading tests were carried out on concrete piles embedded into cohesive soil. Two of the piles were embedded into the ground using inside drilling technique, whereas other two piles were embedded using outside drilling technique with bentonite-cement paste around the pile and soil. The results of the experiments revealed that the lateral load carrying capacity of piles significantly degrades when subjected to cyclic loading compared to the monotonic loading. Three-dimensional non-linear finite element analysis was then carried out to study the behavior of experimental specimens analytically. The analysis implied that interface element should be used between pile and soil surface to simulate the gap formation between the soil and pile. Moreover, the analysis also showed that if the degradation in soil stiffness due to cyclic loading is ignored, the analysis highly overestimates the lateral loading capacity of the pile. It was also found that for the outside-boring pile, bentonite-cement layer has to be considered in the analysis to obtain the actual lateral behavior of pile.

近年来的地震强调了对包括结构、基础和地基在内的整个结构系统进行反应分析的重要性，以便进行基于性能的结构设计。然而，为了开发现实的分析方法，首先必须澄清地震期间桩和土的行为。本研究的主要目的是利用足尺水平荷载试验研究混凝土桩和土的抗震性能，并建立基于试验的分析程序。对粘性土中的混凝土桩进行了足尺水平荷载试验。其中两个桩采用内部钻孔技术嵌入地面，而另外两个桩则采用外部钻孔技术嵌入，桩和土壤周围采用膨润土水泥浆。试验结果表明，与单调加载相比，循环荷载作用下桩的水平承载力显著降低。然后进行了三维非线性有限元分析，分析研究了实验标本的行为。分析表明，桩与土之间应采用接触面单元来模拟桩与土之间的差距形成。此外，分析还表明，如果忽略由于循环荷载引起的土壤刚度退化，则分析会大大高估桩的横向承载力。对于钻孔灌注桩，为了得到桩的实际水平性状，必须考虑水泥土层的影响。