Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2013-10
Add to Favorite Get Latest Update

The spectrum analysis of a factory buildings cover arch truss

SHEN Li-jun(North Engineering the Limited Company,China Railway Electrification Bureau Group,Taiyuan 030053,China)  
Combining with engineering example,the paper made calculation to a factory buildings cover structure application of finite element program ANSYS,according to the calculation results analyzed its response under earthquake force using vibration modal analysis response spectrum method,through the analysis gained the earthquake action had smaller influence to the factory buildings cover arch truss.
【CateGory Index】: TU392.3;TU311.3
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
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 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
4 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
5 WANG Zhuo(College of Engineering,the Open University of China,Beijing 100031,China);Validity analysis on curvature modal method for damage localization to reticulated shell structures[J];Sichuan Building Science;2012-03
6 CHEN Dong(Department of Civil Engineering,Anhui university of architecture,hefei 230001,China);Research of limit load probability distribution of single-layer spherical reticulated shell with imperfections[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-03
7 Ma Qi (Anhui Institute of Building Research & Design, Hefei 230001, China);Structural Analysis and Design of Jinzhai Theater's Shell Roof[J];Anhui Architecture;2008-06
8 LIU Zhi-jia(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Feasibility research of Large-span steel structure erection heavy steel columns technology[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2011-03
9 WANG Li-hu(Design & Research Institute of Baotou Steel(Group) Corp.,Baotou 014010,Nei Monggol,China);Initial Research on Design of Steel Structures[J];Science & Technology of Baotou Steel(Group) Corporation;2007-06
10 FAN Ke LI Zhen-bao XIA Bing YAN Wei-ming ZHOU Xi-yuan (Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Shaking Table Study on the National Gymnasium Roof Model[J];Journal of Beijing University of Technology;2008-02
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 Gu Rongyong Shu Ganping (College of Civil Engineering, Southeast University, Nanjing 210096);Stability Analysis Of Circular Arc[A];[C];2008
5 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
6 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
7 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
8 He Hucheng,Zhou Xia,Wang Hongxi,Zhang Xiangji (Center for Eng.Design and Research under the General Equipment Department,Beijing 100028,China);Stability Analysis of Net Shell Structure for Shanghai Sheshan Forest Theater[A];[C];2009
9 Shen Xiaoming,Shu Ganping (College of Civil Engineering,Southeast University,Nanjing 210096);Stability Analysis of Single Layer Lattice Shell With Irregular Division[A];[C];2009
10 QIANG Yu (Luoyang Petrochemical Engineering Co.,SINOPEC,Luoyang,He'nan 471003,China);Introduction of Universal Node in Space Truss Structure[A];[C];2006
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved