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《Journal of Zhejiang University(Natural Science)》 1993-02
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The torsional stiffness matrix of a thin-walled bedm considering secondary shear stress and it's finite element analysis

Guo Yimu Lu Zutong Zhang Yajun(Department of Mechanics)  
Tht torsional stiffness matrix of a thin-walled beam element based on the warping displacement assumption. is derived in this paper. The general stiffness matrix of the element when the beam is under tension (or compression),bending and torsion simultaneously is given. The combination of two elements with different cross-sections is studied and the compatibiliy of displacements for them is satisfied in the sense of least aquare technique. The numerial results are presented at the end.
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9 LIN Hai-hua,WANG Yan-ying(School of Naval Architecture,Dalian University of Technology,Dalian 116024,China);Analysis of nonlinear dynamic responses for marine riser induced by waves and currents[J];Journal of Ship Mechanics;2009-02
10 ;The Design of a special-purpose ElectricResistance Strain Gauge for the Press MachineTool Fitting the Valve Guide[J];Sensor World;2003-11
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1 Zhao Bin~1,Zhao Shichun~1,Li Li~1 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Internal Force Analysis of Flat Beam-Slab Floor System of High-rise Building Under Vertical Loading[A];[C];2010
2 Lin Wenjing~1,Chen Shuhui~2 Department of Applied Mechanics and Engineering,School of Engineering,Sun Yat-sen University,Guangzhou 510275,China;FEM ANALYSIS OF FREE VIBRATION OF CABLE-MEMBRANE STRUCTURES[A];[C];2010
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4 Zhang Xiao-bin~1,Zhang Li-ming~2,Tian Zhi-chang~2,He Yu-qing~2 (1.School of Mathematics.Physics and Biologic Engineering.UST Inner Mongolia.Baotou 014010.China.2.Architecture and Civil Engineering School. UST Inner Mongolia,Baotou 014010.China);The inflounce of the different formula for the stifness matrix of spatial thin-walled frame[A];[C];2011
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6 HU Zhi-ping1,PENG Jian-bing2,HUANG Qiang-bing2,JI Yong-shang3,ZHAO Zhen-rong4(1.School of Civil Engineering,Chang'an University,Xi'an 710061,China;2.School of Geology Engineering and geomatics,Chang'an University,Xi'an 710054,China;3.Water Resources and Hydropwer Survey and Design Institute of the Xinjiang,Urumqi,830000,China;4.Xi'an Survey and Design Institute Co.Ltd,China Railway Eryuan Engineering Group,Xi'an,710054,China);Physical Model Test of Box Tunnel Crossing Active Ground Fissure With 30°[J];Journal of the China Railway Society;2011-04
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8 HUANG Qiangbing1,2,3,PENG Jianbing1,2,MEN Yuming2,3,YAN Jinkai1,SHI Yuling1,2(1.Department of Geological Engineering,Chang′an University,Xi′an,Shaanxi 710054,China;2.Key Laboratory of Western China′s Mineral Resources and Geological Engineering,Ministry of Education,Chang′an University,Xi′an,Shaanxi 710054,China;3.Open Research Laboratory of Geotechnical Engineering under the Ministry of Land Resources,Chang′an University,Xi′an,Shaanxi 710054,China);MODEL TEST STUDY ON EFFECT OF GROUND FISSURE ON OPEN-CUT METRO TUNNEL WITH INTEGRAL LINING[J];Chinese Journal of Rock Mechanics and Engineering;2008-11
9 PENG Jianbing1,2,HU Zhiping3,MEN Yuming1,2,JI Yongshang1,ZHAO Zhenrong3(1.College of Geology Engineering and Geomatics,Chang′an University,Xi′an,Shaanxi 710054,China;2.Key Laboratory of Western Mineral Resources and Geological Engineering,Ministry of Education,Chang′an University,Xi′an,Shaanxi 710054,China;3.School of Civil Engineering,Chang′an University,Xi′an,Shaanxi 710054,China);TEST STUDY OF DEFORMATION AND DAMAGE MECHANISM OF HORSESHOE-SHAPED TUNNEL CROSSING GROUND FISSURE WITH 40°[J];Chinese Journal of Rock Mechanics and Engineering;2009-11
10 HU Zhiping1,WANG Qiyao1,HUANG Qiangbing2,ZHU Qidong1,LI Anxing1 (1. School of Civil Engineering,Chang′an University,Xi′an,Shaanxi 710061,China; 2. School of Geology Engineering and Geomatics,Chang′an University,Xi′an,Shaanxi 710054,China);TEST STUDY OF 3D DEFORMATION FEATURE OF SPECIAL MOVEMENT JOINT OF SECTIONAL HORSESHOE-SHAPED TUNNEL CROSSING GROUND FISSURE[J];Chinese Journal of Rock Mechanics and Engineering;2009-12
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