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智利地震钢筋混凝土高层建筑震害对我国高层结构设计的启示
引用本文:周颖,吕西林.智利地震钢筋混凝土高层建筑震害对我国高层结构设计的启示[J].建筑结构学报,2011,32(5):17-23.
作者姓名:周颖  吕西林
作者单位:同济大学 土木工程防灾国家重点实验室, 上海 200092
基金项目:国家自然科学基金项目,北京市科技计划重大项目
摘    要:2010年2月27日在南美洲智利发生的8.8级大地震,造成了钢筋混凝土高层建筑的严重破坏,这是近年来现代钢筋混凝土高层建筑经历的最大地震,引起了国内外工程设计人员的广泛关注.以智利高层建筑结构体系特点入手,分别介绍了智利地震中钢筋混凝土剪力墙高层建筑、立面收进复杂高层建筑、连体复杂高层建筑、带消能减震支撑超高层建筑、带...

关 键 词:智利地震  钢筋混凝土  高层建筑  复杂高层  剪力墙  消能减震  震害

Lessons learnt from damages of reinforced concrete tall buildings in Chile Earthquake and revelations to structural design in China
ZHOU Ying,LU Xilin.Lessons learnt from damages of reinforced concrete tall buildings in Chile Earthquake and revelations to structural design in China[J].Journal of Building Structures,2011,32(5):17-23.
Authors:ZHOU Ying  LU Xilin
Affiliation: State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:An 8.8 magnitude earthquake hit Chile on 27 February 2010 and caused a lot of damages to reinforced concrete(RC) tall buildings.It is the maximum earthquake that modern RC tall buildings have suffered in the world,which has attracted the global attentions of structural engineers and earthquake engineers.The structural characteristics of Chilean RC tall buildings were introduced first.Then this paper analyzed damage patterns of shear wall buildings,a complex tall building with setbacks,a multi-tower connecte...
Keywords:Chile Earthquake  reinforced concrete  tall building  complex tall building  shear wall  energy dissipation  damage  
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