岩土工程学报Issue(7)：1360-1364,5.DOI:10.11779/CJGE201407021
地下结构地震反应计算的改进的反应位移法
Improved response displacement method for evaluating seismic responses of underground structures
摘要
Abstract
It is difficult to accurately determine the stiffness coefficient of foundation spring in the response displacement method. Furthermore, different foundation springs are not relevant, and the interaction between the structure and the soil cannot be actually reflected, causing error in the load distribution on the soil-structure contact. Taking the foundation spring as the research object, an improved response displacement method is proposed, abandoning the traditional loading method in the finite element analysis process and loading the force all around the structure to solve the stiffness coefficient of foundation spring. Compared with the existing response displacement methods, the calculated results of the improved method is reasonable, and the proposed method has higher computational efficiency.关键词
地下结构/地震反应/反应位移法/地基弹簧/刚度系数Key words
underground structure/seismic response/response displacement method/foundation spring/stiffness coefficient分类
建筑与水利引用本文复制引用
李亮,杨晓慧,杜修力..地下结构地震反应计算的改进的反应位移法[J].岩土工程学报,2014,(7):1360-1364,5.基金项目
国家自然科学基金项目（51178011）；国家重点基础研究发展计划（973计划）（2011CB013602）；2011年度北京市属高校人才强教深化计划中青年骨干人才项目 （）
