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《Fujian Architecture & Construction》 2015-07
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The structural design for the high-rise building on slope with non whole-buried basement

LIAO Wenbin;Xiamen Zhongfuyuan institute of architectural design and research;  
When the high- rise buildings on slope with non whole- buried basement have no separate set type of retaining wall structure,the basement surface constraints are unbalanced,so it will produce some problems such as the excursion of the stiffness centre of the structure,the determination of the constrained part of the structure,the depth of the foundation,the starting location for the calculation of the height used to determine the seismic level of the structure and the judgment of the problem that it is belongs to multi- tower structure when there are many high- rise buildings on the basement,that is quite different from the conventional structures with whole- buried basement. Based on the analysis of the mechanics and seismic concepts,this paper puts forward the design proposal to solve the problems and the measures that should be taken in the design,this paper can provide a reference for the design.
【CateGory Index】: TU93
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Chinese Journal Full-text Database 4 Hits
1 ;High-rise Building Design with Insufficient Embedment Depth of Foundation[J];Fujian Construction Science & Technology;2014-04
2 Fang Ehua; Wei Yuning(Tsinghua University);Earthquake Responses of Multi-Tower Structure with a Large Podium at Bottom[J];JOURNAL OF BUILDING STRUCTURES;1995-06
3 Liu Jun;Xu Jinping;Yan Lijun;Zhang Hao;Hong Kong Hua Yi Design Consultants(S. Z.) Ltd.;;Study on the tall building partial fixing[J];Building Structure;2013-S1
4 WANG Li-ping,LI Ying-min,ZHENG Ni-na,LIU Li-ping,HAN Jun,LIU Jian-wei(School of Civil Engineering,Chongqing University,Chongqing 400045,China);Seismic damage investigation on typical slope building in Wenchuan Earthquake[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2009-06
Chinese Journal Full-text Database 10 Hits
1 Wang Ling; Lu Xilin (ReSearch Institute of Engineering Structures,TOngji University, Shanghai.200092);RESEARCH ON ASEISMIC BEHAVIORS OF WEAKLY CONNECTED HIGH-RISE STRUCTURES[J];BUILDING SCIENCE RESEARCH OF SICHUAN;1999-03
2 YU Ping,WU Mingjun,JIANG Zhiqiang,WAN Yinggang (Architectural Design Institute of Sichiuan,Chengdu 610017,China);Seismic design of a twin-towers tall building with connective structure in Chengdu[J];Sichuan Building Science;2007-04
3 DONG Xue, LI Zhong - Xian (Tianjin Municipal Engineering Design Institute, Tianjin 300051, China;College of Architecture Engineering, Tianjin University, Tianjin 300072, China);Seismic design and analysis of large - base - plate and twin - towers super high - rise RC building structure[J];Journal of Fuzhou University(Natural Sciences Edtion);2005-S1
4 Ye Kun et al.;Analysis and Design of the Base Isolators for Multi-Tower Structure with Large Podium[J];Earthquake Resistant Engineering;2001-03
5 LI Hui1, ZHANG Zhi-gong1,2, DU Yong-feng1(1. Institute of Earthquake Protection and Disaster Mitigation, Lanzhou Univ. of Tech., Lanzhou 730050, China; 2. Hekou Factory of Oil Production, Shengli Oil Field Company of SINOPEC, Dongying, Shandong 257200, China);Nonlinear time-history analysis of base-isolated building with multi-tower structure and large podium[J];Journal of Lanzhou University of Technology;2007-01
6 Huang Yonggui1,2 (1. The Department of Building Engineering,Tongji University,Shanghai 200092,China; 2. Shanghai Shenlian Architecture Design Co. Ltd,Shanghai 200082,China);SOME COMPREHENSIONS AND DISCUSSION ON"CODE FOR SEISMIC DESIGN OF BUILDINGS"AND"TECHNICAL SPECIFICATION FOR CONCRETE STRUCTURES OF TALL BUILDINGS"[J];Industrial Construction;2010-07
7 ;A Design Method of Hillside-building Structure[J];Chongqing Architecture;2013-03
8 Xue Jiang-wei1,2,Ge Xin-sheng1,Cai Jing-luo1,3,Yang Yong1,4(1.Taiyuan University of Technology,Taiyuan 030024,China;2.Taiyuan Committee of Housing and Rural Construction,Taiyuan 030009;3.North China Institute of Science and Technology,Sanhe 065201,China;4.Shenzhen SDRE Co.,Ltd,Shenzhen 518000,China);Pile Partner and the Conceptual Earthquake-resistant Design of Foundation Pile[J];Earthquake Resistant Engineering and Retrofitting;2013-04
9 LI Tao;SHI Jing;Beijing CMFI Engineering Design Co.Ltd.;;Structural Fixed End Determination and Analysis of A High-rise Building[J];Construction & Design for Engineering;2014-07
10 WANG Yuan-qing1,HUANG Yi2,SHI Yong-jiu1,SHU Xing-ping3 (1.Department of Civil Engineering,Tsinghua Univ,Beijing 100084,China;2.Shanghai Institute of Architectural Design & Research Co.Ltd,Shanghai 200041,China;3.College of Civil Engineering,Hunan Univ,Changsha,Hunan 410082,China);Finite Element Analysis of the Seismic Properties of Two-Tower High-Rise Steel Structures[J];Journal of Hunan University(Natural Sciences);2007-10
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 HAN Jun,LI Ying-min,LIU Li-ping,ZHENG Ni-na,WANG Li-ping,LIU Jian-wei(College of Civil Engineering,Chongqing University,Chongqing 400045,P.R.China);Building Damage in Mianyang City Caused by the May 12,2008 Earthquake in Wenchuan,Sichuan Province,P.R.China[J];Journal of Chongqing Jianzhu University;2008-05
2 Dai Zhizhong;The Annotation on the Earthing of Contemporary Mountainous Building[J];Urbanism and Architecture;2006-08
3 Xue Yentao, Wei Lian(Institute of Earthquake Engineering, China Academy of Building Research);Seismic Response Analysis for Multi-Tower Structure with a Podium at Bottom[J];Journal of Building Structures;1989-06
4 (Civil and Structural Groups of Tsinghua University,Xinan Jiaotong University and Beijing Jiaotong University);Analysis on seismic damage of buildings in the Wenchuan earthquake[J];Journal of Building Structures;2008-04
5 HOU Xiaomei,SONG Baodong (China Construction Design International,Shenzhen 518048,China);Whole analysis for the tall building′s shallow foundation[J];Journal of Building Structures;2010-S2
6 WAN Jie1,2,HE Mei1,GUO Hua1(1.School of Arch.,Xi′an Univ.of Arch.& Tech.,Xi′an 710055,China;2.State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xi′an 710055,China;Reflection on the construction aseismic measures after Wenchuan Earthquake[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2008-05
7 LI Hong-nan~1, ZHAO Yan-gang~2(1.State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024,China;2.Dept. of Civil and Architectural Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan);Investigation and analysis of Chuetsu earthquake damages in Niigata prefecture,Japan[J];Journal of Natural Disasters;2005-01
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