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《Engineering Mechanics》 2006-05
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SIMPLIFIED MODEL OF NONLINEAR ANALYSIS ON SPANDREL DEEP BEAMS OF REINFORCED CONCRETE TUBE STRUCTURE

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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【References】
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
【Co-references】
Chinese Journal Full-text Database 10 Hits
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