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《Journal of Agricultural University of Hebei》 2005-01
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The study of dynamic characters for cylindrical orthogonal single layer lattice shell structures

XU Wen~1,SUN Jian-heng~1,YAO Hong-tao~1,DU Er-xia~2(1. College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001, China;2. College of Mechanical Engineering and Construction, Hebei University , Baoding 071002, China)  
The dynamic characters of the structure are a main basis for its seismic-resistance design. Using finite element method, the dynamic characters of the cylindrical orthogonal lattice shell structures which are supported on the rigidity roof beam are analyzed considering different restrained conditions. Through the analysis of the natural frequencies and the corresponding deformation configuration of the structure, especially the inference of the restrained conditions to the dynamic characters, some useful conclusions and suggestion for the seismic-resistance design of the cylindrical orthogonal lattice shell structures are obtained.
【Fund】: 河北省自然科学基金资助项目(503248)
【CateGory Index】: TU399
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 REN Xiao qiang 1,SUN Jian heng 1,XIA Heng xi 1,HOU Jian juan 2 (1 College of Urban & Rural Construction, Agricultural University of Hebei, Baoding 071001,China; 2 Construction Engineering Corporation of Zhangjiakou in Hebei,Zhangjiakou 075000,;Static behavior analysis of cylindrical orthogonal single-layer lattice shell structures with fringe truss[J];Journal of Agricultural University of Hebei;2002-03
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1 WEI Zheng1,3,YE Ji-hong1, SHEN Shi-zhao2 (1.College of Civil Engineering,Southeast University,Nanjing 210096,China;2.College of Civil Engineering,Harbin Technology University,Ha'erbin 150090,China;3.Zhejiang Province Architectural Design and Research Institute,Hangzhou 310006,China);FAILURE TYPE PREDICTION OF SINGLE-LAYER SPHERICAL SHELLS UNDER EARTHQUAKE EXCITATION BASED ON MAXIMUM ENTROPY[J];Journal of Vibration and Shock;2008-06
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