Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Steel Construction》 2012-05
Add to Favorite Get Latest Update

NONLINEAR ANALYSIS OF KIEWITT SINGLE LAYER LATTICED DOME IN FIRE

Guo Sheng Zhao Jincheng Shi Jianyong (Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China)  
A nonlinear analysis of Kiewitt K6 single layer latticed dome was carried out by ANSYS at elevated temperature obtained through using FDS to simulate the large space building in fire. The influencing factors and the changing regularity of the ultimate load, initial imperfections’ sensitivity of structural and instability modes were discussed. The results showed that the thermal expansion of the latticed dome in the fire was primary under low temperature and it caused the incensement of the ultimate load; with the elevating of temperature, the material softens, which caused the ultimate load reducing. The span ratios, the locations of fire, the conditions of supports and the initial imperfections obviously the ultimate load. The influence of temperature on the imperfections’ sensitivity of structural was connected with the distribution of thermal field. The fundamental changes of instability modes occured at the moment that the temperature elevated quickly.
【Fund】: 上海市科学技术委员会科研计划项目课题(10231202902)
【CateGory Index】: TU399
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 6 Hits
1 BAI Yin1,SHI Yong-jiu2,WANG Yuan-qing2(1.School of Transportation Science and Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100191,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China);Elasto-plastic Stability Bearing Capacity Calculation for K8 Single-layer Reticulated Shells under Fire Conditions[J];Journal of Beijing University of Technology;2011-03
2 Xue Suduo Wang Guangyong (College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100124);BEHAVIOR OF A SINGLE LAYER SPHERICAL KEWEIT LATTICE SHELL AT ELEVATED TEMPERATURES[J];Industrial Construction;2008-S1
3 ZHOU Rong1,LI Shu-sheng2,GU Yang3(1.China Ship Development and Design Center,Wuhan 430064,China;2.College of Aerospace and Civil Engineering,Harbin Engineering University,Harbin 150001,China;3.College of Nuclear Science and Technology,Harbin Engineering University,Harbin 150001,China);Application of FDS in fire risk assessment of large space[J];Journal of Harbin Engineering University;2009-05
4 TONG Maoyuan1,CHEN Xuechao2 (1.Shanghai Institute of Applied Technology,Shanghai 200434,China; 2.Tongji University,Shanghai 200092,China);Critical Loads and Modes of Instability Analysis for Four Types of Thin Shells[J];Journal of Building Structures;2001-04
5 CAO Zheng-gang,FAN Feng,SHEN Shi-zhao(School of Civil Engineering, Harbin Institute of Technology, Harbin 150090,China);Elastic-plastic stability of K6 single layer latticed domes[J];Spatial Structures;2005-03
6 Zhu Zhongyi; Dong Shilin(Zhejiang University);THE GEOMETRICALLY NONLINEAR SNAPPING THROUGH AND BIFURCATION BUCKLING OF SINGLE-LAYER LATTICED DOME[J];SPATIAL STRUCTURES;1995-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 GUO Xiao-nong,SHEN Zu-yan (Building Structure Department of Tongji University,Shanghai200092,China);Analysis of stability of single-layer spherical reticulated shells with semi-rigid joints[J];Building Science Research of Sichuan;2004-03
2 CHANG Yuzhen,WU Minzhe(School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Geometrical nonlinear analysis of composite shell[J];Sichuan Building Science;2006-05
3 YANG Huidong1,WANG Shipei1,SHEN Yun1,BAI Linjia2,YIN Yue2,HAN Qinghua2(1.The Second Survey & Design Institute of China Railways,Chengdu610031,China;2.School of Civil Engineering of Tianjin University,Tianjin300072,China);Overall stability analysis on the roof truss of beidaihe railway station[J];Sichuan Building Science;2007-01
4 KANG Ju1,SONG Zhensen2(1.Department of Civil Engineering,Ningxia University,Yinchuan 750021,China;2.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China);The influence of joint stiffness on the stability of geodesic single-layered reticulated shells with initial imperfection[J];Sichuan Building Science;2008-01
5 WANG Xiuli,WANG Lei(School of Civil Engineering,Lanzhou University of Technology,Lanzhou730050,China);Study on the dynamic performance of single layer ellipse lattice shell[J];Sichuan Building Science;2009-01
6 YANG Guozhong,DU Wenfeng(College of Civil and Architecture Engineering,Henan University,Kaifeng 475004,China);Summarization of design theory based on performance of spatial latticed shell structures[J];Sichuan Building Science;2009-04
7 XUE Ai,WEI Xing,LI Jun (School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China);Elastic-plastic analysis and experimental study on drum cast-steel joint of reticulated shells[J];Sichuan Building Science;2009-04
8 XU Yinglei1,WANG Xiuli2(1.China Railway Engineering Consultants Group(CEC),Building Construction Design and Research Institute,Beijing 100055,China;2.School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);Stability and parameter analysis of a new type pre-stress cable—single-layer cylindrical reticulated shell structure[J];Sichuan Building Science;2010-02
9 JIN Xiaoqun 1,XING Li 1,ZHAO Diansheng2(1.Urban Construction College of Zhejiang Shuren University,Hangzhou 310015,China;2.Department of Civil Engineering,Zhejiang University of Technology,Hangzhou 310014,China);Finite element analysis of the welded hollow spherical joints connected with rectangular steel tubes[J];Sichuan Building Science;2010-03
10 WANG Zhuo1,YAN Weiming2,SHAO Yunda1(1.China Central Radio & TV University,Beijing 100031,China; 2.Beijing Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China);Analysis on the influence of initial geometrical imperfections on linear dynamic response of reticulated shell structures[J];Sichuan Building Science;2011-02
China Proceedings of conference Full-text Database 10 Hits
1 Tang Gan1,2,Guo Xiao-ming1,Lian Lan-ying2,Che Shen-si2(1.School of Civil Engineering,Southeast University,Nanjing 210096,China 2.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China);Intelligent control of advanced stochastic imperfections method for stability analysis of lattice shells[A];[C];2010
2 ;截面为三角形的空间格构式刚架体系的平面外整体稳定性能的研究[A];[C];2000
3 Wang Liankun Hao Jiping Li Wenling Chen Hongying Shi Jing Zhang Junfeng (Xi’an University of Architecture and Technology, Xi’an 710055);State of Art of Advanced Analysis Theories for Steel Structure[A];[C];2004
4 LI Zhengyu, REN Baoshuang, CHEN Hong (Architectural Design & Research Institute of Tsinghua University, Beijing 100084);Structure Calculation and Seismic analysis of Reticulated Shell Structure In LuoYang’s Gymnasium[A];[C];2004
5 Wang Lan, Hou Jianqun, Chen Hong (Architectural Design&Research Institute of Tsinghua University, Beijing 100084);Large-span Structure Design of Beijing Shooting Range for Beijing Olympic Games 2008[A];[C];2004
6 Gu Rongyong Shu Ganping (College of Civil Engineering, Southeast University, Nanjing 210096);Stability Analysis Of Circular Arc[A];[C];2008
7 Zhu hao-liang~(1,2),Sun Wen-bo~1,Geng Yan-li~1,Jiang Jun-yi~1,Wang Jian-wen~1 (1.Architectural Design and Research Institute,South China University of Technology,Guangzhou,510640,China. 2.College of Civil and Transportation Engineering,South China University of Technology,Guangzhou,510640,China);Design of steel roof structure of TaiYuan university gymnasium[A];[C];2010
8 Zhang Zheng,Ding Jiemin, He Zhijun (Architecture Design & Research Institute of Tongji University, Shanghai 200092, Ching);Main Characteristics and Key Technical Problems of Hybrid - string Structure in Large - span Structures[A];[C];2006
9 Wu Bing,Meng Meili,Fu Xueyi,Zhang Jian,Sun Can,Feng Yewen,Lin Jiangang (The Institute of Architecture Design & Research Shenzhen University,Shenzhen 518060,China);Structure Design of Pingshan Basketball Gymnasium for Universidad 2011 Shenzhen[A];[C];2009
10 Meng Meili~1,Sun Can~2,Wu Bing~1,Fu Xueyi~1,Zhang Jian~1,Feng Yewen~1,Lin Jiangang~1 (1 The Institute of Architecture Design & Research,Shenzhen University,Shenzhen 518060,China; 2 Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China);Stability Analysis of Prestressing Suspend Dome of Basketball Center for Universiade Shenzhen 2011[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 CAO Zheng-gang , FAN Feng , SHEN Shi-zhao (School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China);ELASTO-PLASTIC STABILITY ANALYSIS OF SINGLE LAYER LATTICED DOMES[J];Engineering Mechanics;2007-05
2 Jiang Shouchao Li Guoqiang(Tongji University Shanghai 200092) Ye Qiling(East China Architectural Design & Research Institute Co.Ltd. Shanghai 200002);THEORETICAL AND EXPERIMENTAL RESEARCH ON NONLINEAR BEHAVIOUR OF STEEL FRAMES SUBJECTED TO FIRE[J];Industrial Construction;2004-08
3 Cao Zhenggang Fan Feng Shen Shizhao(School of Civil Engineering,Harbin Institute of Technology Harbin 150090);ELASTO-PLASTIC STABILITY OF K8 SINGLE-LAYER LATTICED DOMES[J];Industrial Construction;2007-04
4 DONG Hui,ZOU Gao_wan, GAO Ye (College of Civil Engineering, Harbin Engineering University, Harbin 150001, China);Heat Release Rate of Fires Occurred in ISO 9705 Standard Room[J];Journal of Harbin Engineering University;2002-04
5 ZOU Gao-wan1,2,TAN He-ping1,LIU Shun-long2,CHOW Wan-ki3(1.School of Energy Science and Engineering,Harbin Institute of Technology,Harbin 150001,China;2.College of Power and Energy Engineering,Harbin Engineering University,Harbin 150001,China;3.Department of Building Services Engineering,Hong Kong Polytechnic University,Hong Kong,China);Studies of smoke filling process in large space cabin in ship[J];Journal of Harbin Engineering University;2007-06
6 LUO Lie CHEN Xuechao YANG Yingwen (Tongji University, Shanghai 200092)CUI Wenying (Changming Technology Development Ltd., Hainan570206);The Static and Stability Analysis of the Spherical Reticulated Shell Composed by Steel and Reinforced Concrete in Xinyu Broadcast-TV Center[J];STRUCTURAL ENGINEERS;2000-02
7 TONG Maoyuan1, CHEN Xuechao2 (1. Shanghai Light Industry College, Shanghai 200434, China; 2. Tongji University, Shanghai 200092, China);General Stability Analysis of Torsional Shell and Torsional Reticulated Shell with Original Imperfections[J];JOURNAL OF BUILDING STRUCTURES;2000-04
8 LI Guo-qiang1,WU Bo2,HAN Lin-hai3 (1.College of Civil Engineering,Tongji University,Shanghai 200092,China; 2.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China; 3.College of Civil Engineering and Architecture,Fuzhou University,Fuzhou 350002,China);Development of the Research on Fire-Resistance of Structures[J];Progress in Steel Building Structures;2006-01
9 LI Guo-qiang, DU Yong(Tongji University, Shanghai 200092, China);Utility temperature elevation empirical form ula in large space fire[J];Fire Science and Technology;2005-03
10 JIANG Lan-chao~1 YANG Nai-xie~2 (1 School of Civil & Architecture Engineering, Beijing Jiaotong University 2 National Stadium Co. Ltd.,Beijing?100101,China);Non-linear Finite Element Analysis of Fire Resistance for Steel Truss Dome[J];China Safety Science Journal(CSSJ);2006-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved