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《Shanxi Architecture》 2013-10
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Virtual beam stiffness simulation of grillage method analysis of small box girder bridge

FENG Wen-huan SU Ju-feng(School of Highway,Chang'an University,Xi'an 710064,China)  
In order to simulate virtual beam rigidity of small box girder bridge simplely and accurately by grillage method,according to the transverse structure of small box girder bridge,which is put forward a method of virtual beam sectional simulation.In a span of 30 m small box girder bridge as an example,through compared with the results plate element model,validate the validity and accuracy of the simulation method.
【CateGory Index】: U441.2
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 WANG Fu-wan~1 YANG Wen-bing~1(1.School of Civil Eng.& Mechanics,HUST,Wuhan 430074,China);Application of Grillage Method in Bridge Decks Analysis[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2006-S1
【Co-citations】
Chinese Journal Full-text Database 10 Hits
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4 HUANG Nai-qing1,He Pei-xiang1,Ye Kuan-you2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Xiamen branch of Southwest Jiaoda Civil Engineering Design CO,Ltd,Ximen 361012,China);Application of Space Grillage Model in Multi-Cell Box-Girder[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-01
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8 WANG Yun-tao,ZHANG Xue-song,GU An-bang (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Comment on the Usual Analytical Methods of Long Span PC Continuous Rigid Frame Bridges[J];Journal of Chongqing Jiaotong University;2007-02
9 ZHANG Fa-chun1,YANG Chang-zheng2(1.Yunnan Highway Planning,Survey and Design Institute,Kunming Yunnan 650011,China; 2.Kunming University of Science and Technology,Kunming Yunnan 650031,China);Analysis and Application of Grillage Method to Curved Girder Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2008-01
10 DAI Can1,ZHOU Jian-ting1,YANG Sheng-chao2,NING De-biao3(1.Chongqing Jiaotong University,Chongqing 400074,China;2.Beijing Municipal Engineering Research Institute,Beijing 100037,China;3.Highway Science & Technology Research Institute of Yunnan Province,Yunnan Kunming 650051,China);Application of Grillage Method to Reinforcement with the Section Changing Method for T-Girder Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2009-03
China Proceedings of conference Full-text Database 2 Hits
1 CHEN Dazhu~1,DING Yong~2,BU Zhanyu~2,HUANG Jianyuan~2 (1.Yinzhou Area Traffic Bureau,Ningbo 315100,China;2.Department of Civil Engineering,Ningbo University,Ningbo 315211);Anti-overturning and structural-reinforcement analysis of curved box girder bridge based on solid finite element analysis[A];[C];2011
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【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHU Wei-zhi1,ZHANG zhe1,MEI Xiu-dao2,HUANG Cai-liang1 (1.Research Institute of Bridge Engineering,Dalian University of Technology,Dalian Liaoning 116085,China;2.Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan Hubei 430034,China);Design and Computation Method of Prestressed Irregular Curved Box Girder Bridge[J];Journal of Highway and Transportation Research and Development;2008-11
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