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《Anhui Architecture》 2008-03
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Approach to Stability Design of Steel Structure

Xia Weiming(Huainan Coal Mining Industry,Huainan 232000,China)  
Set from the importance of stability design of steel structure,the paper approaches to the basic concept,the types of destabilization as well as the designing principle,which may provide fundamental basis for the stability design of steel structure.
【CateGory Index】: TU391
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Chinese Journal Full-text Database 1 Hits
1 LU Jia-sen,ZHANG Qi-lin (Department of Building Engineering,Tongji University,Shanghai 200092,China);Design Method for Steel Structures Based on Reliability Theory[J];Journal of Tongji University;2005-01
Chinese Journal Full-text Database 10 Hits
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7 Xu Zhaohui (Hefei New & High Technology Industrial Development Zone Construction CO.,Hefei,230088);THE DESIGN AND RESEARCH OF HIGH-LAYER LIGHT TYPE STEEL STRUCTURE RESIDENCE[J];JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE;2001-03
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9 LU Fang wei, ZHOU Chuan bo, WU Zhen zhi (China University of Geosciences, Wuhan Hubei 430074, China);Demolition of A Combined Structure by Controlled Blasting[J];Blasting;2003-01
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China Proceedings of conference Full-text Database 4 Hits
1 Zhu Hongxiang , Qian Jihong , Song Tao , Ning Pinghua , Wu Jianru , Mu Zaigen (Department of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China; China Academy of Building Research, Beijing 100013, China; Guangzhou Municipal Engineering Design & Research Institute, Guangzhou 510060, China);Study on Reliability Analysis in the Stability Design of Steel Structures[A];[C];2006
2 Zhao Chengwen, Yan ShuangYue, Fan Jin (Civil Engineering Institute of Shenyang Jianzhu University, Shenyang 110168, China);Second-order Effect of Plane Frames Considering Linear Stiffness Ratio of Beam- column[A];[C];2006
3 Hu Xiaobin, Qian Jiaru (Key Laboratory for Structural Engineering & Vibration of Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China);Overview of Analysis and Design Approaches for Progressive Collapse of Structures[A];[C];2006
4 Zhang Nan Xia He (School of Civil Engineering,Beijing Jiaotong University,Beijing 100044);Reform on Engineering Vibration and Stability Course Referring the Experience of MIT[A];[C];2009
Chinese Journal Full-text Database 10 Hits
1 HE Zhijun,DING Jiemin(Building Structure Department of Tongji Univ.,Shanghai200092,China);Qualitative discussion on several basic problems of stability nalysis of large-span structure[J];Building Science Research of Sichuan;2003-03
2 LI Ying-pan1,LIN Wei-hong2,HUANG Lei3 (1.College of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan,Hubei 430070,China;2.No.2 Construction Engineering Co.LTD.,China Construction Third Engineering Bureau,Wuhan,Hubei 430074,China;3.Wuhan Group Company of Estate Development and Investment,Wuhan,Hubei 430000,China);Dual Nonlinear Analysis of Ultimate Load-Bearing Capacity of Long-span Steel Truss[J];Journal of Water Resources and Architectural Engineering;2008-01
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4 Chen Shaofan(Xi′an University of Architecture and Technology Xi′an 710055);SECONDARY STRESS AND ULTIMATE STATE OF STEEL TRUSSES[J];Steel Construction;2005-04
5 Chen Shaofan Su Mingzhou(Xi'an University of Architecture and Technology Xi'an 710055);TRUSS SECONDARY MOMENT AND WIDTH-THICKNESS RATIO OF PLATE ELEMENTS[J];Steel Construction;2006-06
6 LI Shuang-bei,LIU Li-guo,NI Xiao-hui(College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China);The recent condition of researching for structure stability and exploring the new methods for the stability analysis[J];Journal of Guangxi University(Natural Science Edition);2004-S2
7 YAN Quan_sheng 1, ZENG Qing_yuan 2 (1. College of Traffic and Communication, South China Univ. of Tech., Guangzhou 510640; 2. Dept. of Civil Engineering, Changsha Railway University, Changsha 410075, China);Lateral Stability and Limit Load of Long-Span Steel Truss for a Girder Erection Machine[J];JOURNAL OF SOUTH CHINA UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE);2000-05
8 SUN Huan-chun~*, WANG Yue-fang(Department of Engineering Mechanics, Dalian University of Technology, Dalian 116024);Comment on classical theory of stability analysis for truss structures[J];Chinese Journal of Computational Mechanics;2005-03
9 SUN Huan-chun,WANG Yue-fang,LIU Chun-liang(Department of Engineering Mechanics,Dalian University of Technology,Dalian 116023,China);Geometric nonlinear Eulerian stability theory for the stability analysis of shallow truss structures[J];Chinese Journal of Computational Mechanics;2007-04
10 shells QIAN Ruojun1, WANG Jian1, ZENG Yinzhi2 (1. Tongji University, Shanghai 200092,China;2.China Acadamy of Building Research, Beijing 100013,China);An investigation on modeling for instability analysis of reticulated[J];Journal of Building Structures;2003-03
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