摘要
本文回顾了南京工业大学(Nanjing Unversity of Technology,NJUT)在岩土地震工程领域开展的理论和试验研究工作,主要内容包括:地基土液化、土动力特性、场地地震效应、土与结构动力相互作用以及重大工程结构(桥隧、地铁车站、土石坝、高层建筑)地震反应特性等。文中简要介绍了以上工作所取得的主要创新性成果以及工程应用情况,并对今后研究方向进行了展望。
Theory and experiment studies in the domain of geotechnical earthquake engineering in Nanjing University of Technology(NJUT) are retrospect in this paper.Research involve liquefaction of foundation soil,dynamic characteristic of soils,ground motion parameter and the site effect,dynamic soil-structure interaction and earthquake response characteristic of major engineering structures including bridge and tunnel,subway station,high-rise building.In the paper,some originality innovations and engineering cases a...
出处
《工程抗震与加固改造》
2005年第S1期13-22,共10页
Earthquake Resistant Engineering and Retrofitting
关键词
岩土地震工程
砂土液化
土动力特性
土与结构动力相互作用
综述
geotechnical earthquake engineering
sand soil liquefaction
dynamic characteristic of soils
dynamic soil-sturcture interaction
research overview