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《Engineering Mechanics》 2006-05
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WANG Hai-bo1,2,CHEN Bo-wang2,SHEN Pu-sheng1(1.College of Civil Engineering,Hunan University,Changsha 410082,China;2.Hunan City University,Yiyang 413000,China)  
The simplified reduction factor of shear modulus in the shear-compression zone of reinforced concrete beam was put forward and derived in the paper,and the simplified calculation method of nonlinear shear deformation was also brought forward.Nonlinear analysis of the spandrel deep beams reinforced concrete tube structure's can be carried out based on the three-fragment-line-element model.Finally,two examples were calculated and compared with test results,which shows that the presented method is reasonable.
【Fund】: 高校博士点专项基金(20020532010)资助项目.
【CateGory Index】: TU973.17
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Chinese Journal Full-text Database 1 Hits
1 ZHAN Jun-yi,CHEN Bo-wang(College of Civil Engineering,Hunan City University,Yiyang,Hunan 413000,China);Discussion for Design and Analysis of Spandrel Deep Beams of Reinforced Concrete Tube in Tube Structure[J];Journal of Hunan City University(Natural Science);2010-01
Chinese Journal Full-text Database 10 Hits
1 JIANG Jian 1,HE Fang long 2,ZOU Yin sheng 2 (1.Shenzhen Tonge Group Ltd.,Shenzhen 518034,China; 2.Structure Engineering Institute of Hunan University,Changsha 410082,China);Vertical direction spatial substructure analysis method of nonlinear seismic responses of tall structure[J];Building Science Research of Sichuan;2001-03
2 ZHAO Li bin ZHANG Jian yu WANG Shou mei (Beijing University of Aeronautics and Astronautics, Dept. of Flight Vehicle Design and Applied Mechanics);Stability and Precision Analysis for Precise Integration Method[J];Journal of Beijing University of Aeronautics and Astronautics;2000-05
3 WANG Sheng , LIN Zhe(Dept. of Naval Architecture and Ocean Engineering. Dalian University of Technology, Dalian 116024, China);Application of precise time-integration method forload identification[J];Journal of Ship Mechanics;2004-04
4 Wang Jiwei Ding Dajun Zhou Di(Southeast University) (Hehai University);A STUDY OF EARTHQUAKE RESPONSE ON 15-STORY REINFORCED CONCRETE FRAME-TUBE MODEL IN SHAKING TABLE TEST[J];Earthquake Engineering and Engineering Vibration;1992-01
5 Huang Weiping Wu Ruifeng Zhang Qianguo(Dalian University of Technology ) (Liaoning Province Institute of Building Design);STUDY ON THE ANALOGY BETWEEN SCALE MODELS WITH LESS BALLAST AND THEIR PROTOTYPES UNDER SHAKING TABLE TEST[J];Earthquake Engineering and Engineering Vibration;1994-04
6 L Xi lin, LI Jun lan(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University , Shanghai 200092,China);Seismic behavior of reinforced concrete core walls subjected to cyclic loading[J];Earthquake Engineering and Engineering Vibration;2002-03
7 LI Bin,XUE Gang,ZHANG Yuan(Architectural Engineering Department, Baotou Steel Institute, Baotou 014010,China);Experimental study on behaviors of concrete filled steel tubular frame[J];Earthquake Engineering and Engineering Vibration;2002-05
8 WANG Lai,WANG Tie-cheng ,CHEN Qian (School of Civil Engineering,Tianjin University, Tianjin 300072,China; Shandong University of Science and Technology, Taian 271019,China);Experimental study on seismic performance of concrete-filled rectangular tubular frame under low-reversed cyclic loading[J];Earthquake Engineering and Engineering Vibration;2003-03
9 LI Junlan,LU··Xilinersity , Shanghai 200092,China);Seismic analysis of reinforced concrete core wall by finite element method[J];Earthquake Engineering and Engineering Vibration;2003-05
10 Gong Zhiguo, L Xilin, Lu Wensheng, Li Peizhen, Yang Song, Zhao Bin g, Tongji University, Shanghai 200092, China);Shaking table model test of a hybrid high-rise building structure[J];Earthquake Engineering and Engineering Vibration;2004-04
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