建筑结构抗震研究的若干进展  

Progress of Seismic Research in the Field of Building Structural Engineering

作　　者：吕西林[1] 蒋欢军[1] 

机构地区：[1]同济大学土木工程防灾国家重点实验室,上海200092

出　　处：《同济大学学报（自然科学版）》2004年第10期1278-1284,共7页Journal of Tongji University:Natural Science

基　　金：国家自然科学基金资助项目 ( 5 0 0 2 5 82 1;5 0 3 2 180 3 )

摘　　要：对近 10年来在同济大学土木工程防灾国家重点实验室进行的建筑结构抗震研究进行了回顾和总结 .研究工作主要包括高层建筑结构的抗震控制研究与应用、基础隔震研究、新型抗震耗能剪力墙的研究、结构 -地基动力相互作用研究、方钢管混凝土结构研究、高层及超高层建筑结构抗震研究等 .这些研究工作与工程实践紧密结合 。The seismic research in the field of building structural engineering conducted in State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University,China in recent 10 years is reviewed briefly in this paper.It mainly includes seismic control studies of high-rise building structures with application,studies of base isolation,a new type of seismic energy-dissipation shear wall,dynamic soil-structure interaction,concrete-filled rectangular tubular structures,seismic performance of high-rise building and ultra-tall building structures,and so forth.The basic research work is significantly meaningful to engineering practice and most of the research accomplishments have been (applied) in practice successfully.

关 键 词：结构抗震控制 结构-地基动力相互作用 方钢管混凝土结构 高层及超高层建筑 

分 类 号：TU352.11[建筑科学—结构工程]