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《Earthquake Resistant Engineering》 2005-06
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Seismic Design of Tall Building Structure with the Box Transfer Story at Highposition

Shi Jin-ping~1,Zhao Ming-shui~2,Rong Wei-sheng~3 (1.Sino-sun Architecture & Engineering Design Co.,Ltd Xiamen Department,Xiamen 361009,China;2.Xiamen Zhongfuhai Real Estate Co.,Ltd,Xiamen 361004,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China)  
The seismic design procedure of a high-rise building with the box-transfer story at the high-level is introduced.The processing of high slope of rock,calculation and design of the box-transfer story,strengthening seismic construction measure of key members(cantilevered transferring beams,frame beams and columns supporting walls,the strengthened part at bottom of wall section) are discussed detailedly in this paper.These can provide references to the similar out-of-codes high-rise buildings.
【CateGory Index】: TU973.31
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【References】
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1 He Min(FuJian Zhonghe developing Architectural design Institute 350004);Structural Design out of code limits for Putian Nanmeng hotel[J];Fujian Architecture & Construction;2009-01
2 Zhang Min (College of Civil Engineering and Architecture,East China Jiaotong University Nanchang 330013)Liang Jiongfeng (College of Civil and Environmental Engineering, East China Institute of Technology Fuzhou 344000);ANALYSIS OF ARCH TRANSFER FLOOR SUBJECTED TO VERTICAL LOADING[J];Industrial Construction;2008-05
3 LIU Wei-qing1,WANG Gui-hua1,DAI Ya-ping2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Suzhou Architecture Design & Research Institute Co.,Ltd.,Suzhou 215002,China);Study on aseismic performances of high-rise building structures with box transfer storey[J];Journal of Nanjing University of Technology(Natural Science Edition);2009-03
【Citations】
Chinese Journal Full-text Database 4 Hits
1 Peng Huoshui (FuJian provincial examination center for construction drawing of building project. FuZhou 350001);Analysis on Torsion of Transfer Beam[J];Fujian Architecture & Construction;2002-S1
2 Huang Xiao-kun~1,Lin Xiang~1,Hua Shan~2 (1.China Academy of Building Research, Beijing 100013,China;2.Architecture Design Institute of Bureau of Administration of General Staff, CPLA, Beijing 100088,China);Discussion on Structural Design for Box Transfer Story of Tall Building[J];Earthquake Resistant Engineering;2004-05
3 Rong Wei-sheng1, Wang Ya-yong1, Zhou Ren-dao2 (1. China Academy of Building Research,Beijing 100013,China; 2.Wenzhou Construction Engineering Quality Supervision Station);Influence of Lateral Stiffness of Transfer Story on Dynamic Properties and Seismic Response of Structure with Transfer Plate[J];Earthquake Resistant Engineering;2004-06
4 LU Xilin ,LI Xueping(State Key Laboratory for Disaster Re duction in Civil Engineering,Tongji University,Shanghai 200092,China);Some Problems on Seismic Design of Out-of-Codes Highrise Buildings[J];Journal of Building Structures;2002-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Yuan-qing~1,SONG Feng~1,SHI Yong-jiu~1,QIAN Xiao-jian~2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Beijing Zichen Real-Estate Devolopment Co.Ltd.,Beijing 100036,China);Seismic response analysis of adding extra-floors spanning existing building with steel structure[J];Sichuan Building Science;2006-02
2 HU Xing-fu~1,WU Da-you~1,YE Ling~2(1.Civil Engineering Department,Sichuan College of Architectural Technology,Deyang 618000,China;2.Engineering School,Shandong University of Technology,Zibo 255000,China);The study of calculated method for lateral stiffness of the high-rise buildings with transfer story in current code[J];Sichuan Building Science;2006-03
3 Cao Changhu,He Xixi(Dept.of Civil Engineering,Beijing 100044);Research and Application of Vierendeel Truss Transfer Structure in High-rise Buildings[J];Journal of Beijing Institute of Civil Engineering and Architecture;2005-03
4 ZHANG Chun-mei~1,NIU Zhao-hui~2,XU Zhen-zhong~2 (1.Architecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China;2.Pingdinshan Institute of Technology,Pingding shan 467000,China;3.Number One Steam Supply and Power Generating Plant of Baotou,Baotou 014010,China);Structure design of reformation on the adding layer of jacket frame[J];Journal of Baotou University of Iron and Steel Technology;2004-04
5 SUN Hui lan 1,ZHAO Gen tian 2,LU Cen 1, (1.Baotou Engineering and Research Corporation of Iron and steel Industry,Baotou 014010,China;2.Department of Civil Engineering,UIST Baotou,Baotou 014010,China);Structure designing for large span building built up of storey[J];JOURNAL OF BAOTOU UNIVERSITY OF IRON AND STEEL TECHNOLOGY;1999-01
6 SONG Bao - feng QIN Yi(Dept. of Civil Eng. , Eastern Liaoning University, Dandong 118003, China);The Importing Earthquake Wave Research of Time History Analysis of Building Structure[J];Dandong Textile College;2004-03
7 WEI Wei, FENG Qi min(Ocean University of Qingdao, Qingdao 266071,China);Research on comparison of several push-over analysis methods[J];Earthquake Engineering and Engineering Vibration;2002-04
8 ZHU Jiejiang1, LU·· Xilin1, RONG Baisheng2ing, Tongji University, Shanghai,2000922. Building Design and Research Institute of Guangdong Province, Guangzhou, 510000);Push-over analysis method and its application to RC tall building with complex structural type[J];Earthquake Engineering and Engineering Vibration;2003-02
9 XIONG Xue-yu~(1), LI Chun-xiang~(2), GENG Yao-ming~(1), HUANG Ding-ye~(1)(1.School of Civil Engineering, Tongji University, Shanghai 200092,China; 2.School of Civil Engineeringand Mechanics, Shanghai Jiaotong University, Shanghai 200092,China);Nonlinear static procedure (pushover analysis) oflarge-span prestressed concrete structures[J];Earthquake Engineering and Engineering Vibration;2004-01
10 Huang Xiangyun~(1,2),Jin Jianmin~(1,3 ),Zhou Fulin~(1),Yang Zhiyong~(3),Luo Xuehai~(1) (1.Earthquake Engineering Research Test Center,Guangzhou University,Guangzhou 510405,China; 2.Xi'an University of Architecture & Technology, Xi'an 710055,China; 3.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China);Seismic behavior analysis of a high-rise building of frame-shear wall structure with high transfer floor[J];Earthquake Engineering and Engineering Vibration;2004-03
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 LIANG Jiong-feng1,DENG-Yu2,WANG Jian-bao1,GU Lian-sheng1(1.College of Civil and Environmental Engineering,East China Institue of Technology,Fuzhou 344000;2.Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006,China);Analysis of the effect of stiffness ratio on dynamic characteristics of arch transfer floor[J];Journal of Guangxi University of Technology;2008-02
2 Liang Jiongfeng ZhangMin 1.College of Civil and Environmental Engineering,East China Institue of Technology,Fuzhou 344000;2.College of Civil Engineering and Architecture,East China Jiaotong University,Nanchang 330013);Effects of Stiffness of Upper and Bottom Chord on the Behaviour of Arch Transfer Floor[J];Special Structures;2008-03
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Xu Peifu Wang Cuikun Hao Ruikun;Effect of the Level of Transfer Story on Aseismic Behavior of Shear Wall Structure with Some Supporting Frames[J];Building Structure;2000-01
2 Zhang Jiahua Wang Guojian Lü Zhitao;Dynamic Properties and Response of the Thick Slab of Transfer Plate Models with Dual Rectangular Shape in Tall Building[J];Building Structure;2000-06
3 Wei Lian Wang Sen Wei Chengji );Analysis on Structural Type and Calculation Method of the Transfer Beams in High-rise Building[J];Building Structure;2001-11
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