底层大空间高位转换高层建筑振动台试验研究

英文篇名：Earthquake simulation shaking table test of a high-rise structure with large space on ground floor and high transfer slabs
中文刊名：广州大学学报(自然科学版)
英文刊名：Journal of Guangzhou University(Natural Science Edition)
作者：马玉宏 ; 崔杰 ; 黄襄云 ; 陈建秋 ; 任珉 ; 魏陆顺 ; 谭平
英文作者：MA Yu-hong ; CUI Jie ; HUANG Xiang-yun ; CHEN Jian-qiu ; REN Min ; WEI Lu-shun ; TAN Ping (Earthquake Engineering Research and Test Center ; Key Laboratory of Seismic Control and Structural Safety ; Guangzhou University ; Guangzhou 510405 ; China)
中文关键词：底层大空间 ; 高位厚板转换层 ; 框支剪力墙 ; 振动台试验
英文关键词：large space on ground floor ; high transfer floor with thick slabs ; frame-shear wall ; shaking table test
出版日期：2009-10-15
机构：广州大学工程抗震研究中心;广州大学减震控制与结构安全重点实验室;
年：2009
期：05
出版单位：广州大学学报(自然科学版)

摘要

通过对一座底层大空间、采用高位厚板转换层的框支剪力墙高层建筑的模拟地震振动台试验,分析研究了该结构的抗震性能.按1∶30缩比设计制作了底层大空间高层建筑模型,测试了模型结构的动力特性及在1个场地波和2个天然波激励下的地震反应特征.试验及分析结果表明:该结构的抗震性能基本满足现行规范的要求;结构的转换层、剪力墙厚度发生变化及钢管混凝土柱转变为混凝土柱的36层附近是抗震薄弱部位,在抗震设计中应该予以加强.
Seismic behaviors of a high-rise frame-shear wall structure with large space on ground floor and high thick transfer slabs is studied on the shaking table.A 1∶30 scale model of the building is constructed,the dynamic characteristcs and earthquake responses of the model under three earthquake waves which include one synthetic wave and two natural waves are researched.The result of test and analysis of the model show that seismic behaviors of the buildings are basically satisfied with request of the code for seismic design of the buildings,and the transfer floor and the 36th floor where shear-wall becomes weak and steel-piped concret column becomes reinforced concrete column are seismic weak floor of the building.

引文

[1]黄襄云,金建敏,周福霖,等.高位转换框支剪力墙高层建筑抗震性能研究[J].地震工程与工程振动,2004,24(3):73-81.HUANG Xiang-yun,JINJian-min,ZHOUFu-lin,et al.Seismic behavior analysis of a high-rise building of frame-shear wallstructure with high tansfer floor[M].Earthq Eng Eng Vib,2004,24(3):73-81.
    [2]JGJ3-2002,高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.JGJ3-2002,Technical specification for concrete structures of tall building[S].Beijing:Arch Industry Publishing Companyof China,2002.
    [3]吕西林.复杂高层建筑结构抗震理论与应用[M].北京:科学出版社,2007.LU Xi-lin.Seismic theory of complex high-rise building with application[M].Beijing:Sci Press,2007.
    [4]GB 50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.GB 50011-2001,Code for Seismic design of the buildings[S].Beijing:Arch Industry Publishing Company of China,2001.