引文
[1]吕西林.超限高层建筑工程抗震设计指南[M].上海:同济大学出版社,2009.(LU Xilin.Seismic design guidelines for tall buildings beyond the scope of design codes[M].Shanghai:Tongji University Press,2009.(in Chinese))
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(77):1-6.(GUO Yanlin,DONG Quanli.Research and application of steel plate shear wall in high-rise buildings[J].Steel Construction,2005,20(77):1-6.(in Chinese))
[3]Zhao Q,Astaneh-Asl A.Cyclic behavior of traditional and an innovative composite shear wall[J].Journal of Structural Engineering,2004,130(2):271-284.
[4]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.(LU Ye,LI Guoqiang,SUN Feifei.Experimental study on buckling-restrained composite steel plate shear wall with large aspect ratio[J].Progress in Steel Building Structures,2009,11(2):18-27.(in Chinese))
[5]孙飞飞,戴成华,高辉,李国强.四边连接组合钢板剪力墙简化模型[J].同济大学学报,2009,37(7):851-856.(SUN Feifei,DAI Chenghua,GAO Hui,LI Guoqiang.A simplified model for composite steel plate shear walls[J].Journal of Tongji University,2009,37(7):851-856.(in Chinese))
[6]吕西林,干淳洁,王威.内置钢板钢筋混凝土剪力墙抗震性能研究[J].建筑结构学报,2009,30(5):89-96.(LU Xilin,GAN Chunjie,WANG Wei.Study on seismic behavior of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):89-96.(in Chinese))
[7]干淳洁,吕西林.内置钢板钢筋混凝土剪力墙非线性仿真研究[J].建筑结构学报,2009,30(5):97-102.(GAN Chunjie,LU Xilin.Computational simulation of nonlinearity of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):97-102.(in Chinese))
[8]郭家耀,郭伟邦,徐卫国,等.中国国际贸易中心三期主塔楼结构设计[J].建筑钢结构进展,2007,9(5):1-6.(GUO Jiayao,GUO Weibang,XU Weiguo,et al.The structural design of the Mega Tower of China World Trade Centre Phase3in Beijing China[J].Progress in Steel Building Structures,2007,9(5):1-6.(in Chinese))
[9]曹万林,张建伟,张静娜,王敏.内藏桁架混凝土组合中高剪力墙抗震性能试验研究[J].北京工业大学学报,2008,34(6):572-579.(CAO Wanlin,ZHANG Jianwei,ZHANG Jingna,WANG Min.Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss[J].Journal of Beijing Polytechnic University,2008,34(6):572-579.(in Chinese))
[10]王敏,曹万林,张建伟,等.不同轴压比下钢管混凝土边框组合剪力墙抗震性能研究[J].世界地震工程,2008,24(2):32-36.(WANG Min,CAO Wanlin,ZHANG Jianwei,et al.Seismic behavior research of composite shear wall with concrete filled steel tube columns for different axial-load ratios[J].World Information on Earthquake Engineering,2008,24(2):32-36.(in Chinese))
[11]曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32.(CAO Wanlin,ZHANG Jianwei,TIAN Baofa,et al.Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J].Journal of Building Structures,2002,23(6):26-32.(in Chinese))
[12]钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.(ZHONG Shantong.High-rise concrete-filled steel tube structures[M].Harbin:Heilongjiang Science and Technology Press,1999.(in Chinese))
[13]CECS159:2004矩形钢管混凝土结构技术规程[S].(CECS159:2004Technical specification for structures with concrete-filled rectangular steel tube members[S].(in Chinese))
[14]吕西林,李学平.方钢管混凝土柱外置式环梁节点的试验及设计方法研究[J].建筑结构学报,2003,24(1):7-13.(LU Xilin,LI Xueping.Experimental study on ring-beam connections located outside the concrete-filled rectangular steel tubular columns[J].Journal of Building Structures,2003,24(1):7-13.(in Chinese))
[15]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究[J].地震工程与工程振动,2005,25(5):95-103.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅠ:Experimental study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):95-103.(in Chinese))
[16]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅱ:分析研究[J].地震工程与工程振动,2005,25(5):104-111.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅡ:Analytical study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):104-111.(in Chinese))
[17]孟春光,吕西林.柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用[J].地震工程与工程振动,2009,29(4):62-69.(MENG Chunguang,LU Xilin.Application of flexibility-based fiber-model beam-column element in simulation analysis of CFRTcolumns[J].Earthquake Engineering and Engineering Vibration,2009,29(4):62-69.(in Chinese))
[18]陈之毅.矩形钢管混凝土结构施工工艺及异形柱承载力的研究[D].上海:同济大学,2003.(CHEN Zhiyi.Construction technology of CFRT structures and carrying capacity of special-shaped columns[D].Shanghai:Tongji University,2003.(in Chinese))
[19]王丹,吕西林.T形、L形钢管混凝土柱抗震性能试验研究[J].建筑结构学报,2005,26(4):39-44.(WANG Dan,LUXilin.Experimental study on seismic behavior of concrete-filled steel T-section and L-section columns[J].Journal of Building Structures,2005,26(4):39-44.(in Chinese))
[20]李学平,吕西林.T、L形钢管混凝土柱的本构模型及非线性分析研究[J].建筑钢结构进展,2008,10(4):56-62.(LI Xueping,LU Xilin.Modeling and experimental verification on concrete-filled steel tubular columns with T or L section[J].Progress in Steel Building Structures,2008,10(4):56-62.(in Chinese))
[21]陈德明.带约束拉杆异形钢管混凝土柱力学性能的基础研究[D].广州:华南理工大学,2000.(CHEN Deming.Fundamental study on mechanic behavior of special-shaped concrete-filled steel tube columns with restrain tension rods[D].Guangzhou:South China University of Technology,2000.(in Chinese))
[22]Lu X L,Fu G K,Shi W X,Lu W S.Shake table model testing and its application[J].The Structural Design of Tall and Special Buildings,2008,17:181-201.
[23]吕西林,沈德建.不同比例钢-混凝土混合结构高层建筑动力相似关系试验研究[J].地震工程与工程振动,2008,28(4):50-57.(LU Xilin,SHEN Dejian.Experimental study on dynamic similitude relationship of different scale steel-concrete hybrid structure models for high-rise building[J].Earthquake Engineering and Engineering Vibration,2008,28(4):50-57.(in Chinese))
[24]吕西林,李培振,郭献群,等.上海环球金融大厦振动控制及现场实测分析[J].结构工程师,2009,25(4):63-70.(LUXilin,LI Peizhen,GUO Xianqun,et al.Vibration control and site measurement on Shanghai World Financial Center Tower[J].Structural Engineers,2009,25(4):63-70.(in Chinese))
[25]Lu X L,Zhou Q.Dynamic analysis method of a combined energy dissipation system and its experimental verification[J].Earthquake Engineering and Structural Dynamics,2002,31(6):1251-1265.
[26]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-49.(LUXilin,ZHUYuhua,SHI Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-49.(in Chinese))
[27]Yang Z,Xu Y L,Lu X L.Experimental seismic study of adjacent buildings with fluid dampers[J].Journal of Structural Engineering,2003,129(2):197-205.
[28]Lu X L,Gong Z G,Weng D G,Ren X S.The application of a new structural control concept for tall building with large podium structure[J].Engineering Structures,2007,29(8):1833-1844.