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土-隔震结构动力相互作用的系统综述 被引量:3

Dynamic Interaction of Soil-Isolated Structure:A Systematic Review
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摘要 隔震技术研究已成为结构抗震领域的一个热点,而土-隔震结构动力相互研究更是该研究领域的前沿问题,土-隔震结构动力相互研究对提高隔震结构的抗震性能以及相关隔震规范的修订具有重要意义。本文从土-结构动力相互作用的基本原理出发,对土-隔震结构动力相互作用的理论分析、数值模拟、模型实验、原型观测和抗震性态的研究现状进行了总结和分析。以往土-隔震结构动力相互研究主要以理论分析和数值模拟为主,而模型实验研究相对较少,本文对已有的研究成果进行了综述,指出了其不足之处。同时揭示了已有研究中被忽视的一些关键问题,这些问题有助于探明土-隔震结构动力相互作用机理及其地震反应特征。从结构性能化抗震设计理念出发,延续已开展的研究,从弹塑性时程分析方法、抗震性态水平和基于能量的实用抗震分析方法等方面指出了土-隔震结构动力相互作用未来的发展方向。 Isolation technique of ground structure is a hot topic in the field of earthquake engineering and structure dynamics.Since soil-isolated structure dynamic interaction study is of great significance to enhance seismic performance of isolated structures and revision of relevant isolation specifications,research on dynamic interaction of soil-isolated structure has attracted more and more attention.Based on the basic theory of soil-structure dynamic interaction,we summarize and analyze the research status quo of soil-isolated structure dynamic interaction by means of theoretical analysis,numerical simulation,model test,prototype observation and seismic performance.After reviewing the results of previous research,we reveal that some key issues,which can be used to uncover dynamic interaction mechanism and seismic response characteristics of soil-isolated structures interaction system,should not be neglected.Based on the concept of seismic performance design and the latest research of soil-isolated structure dynamic interaction,we predict the future development of soil-isolated structure dynamic interaction by elastoplastic time history analysis method,seismic performance level and practical analysis method based on energy.
作者 于旭 吴晓飞 朱明轩 庄海洋 YU Xu;WU Xiaofei;ZHU Mingxuan;ZHUANG Haiyang(Department of Civil Engineering,Nanjing Institute of Technology,Nanjing 211167,P.R.China;Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,P.R.China;Nanjing Jiangning Economic Technology Development General Company,Nanjing 211167,P.R.China)
出处 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第1期40-53,共14页 南京航空航天大学学报(英文版)
基金 This work was supported by the National Natural Science Foundation of China(No.51778282).
关键词 隔震结构 抗震 土-结构动力相互作用 isolated structure earthquake resistance soil-structure interaction
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