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《China Journal of Highway and Transport》 2002-01
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Theory analysis and experimental study of spatial girder and arch combination bridge

XIANG Yi qiang 1, LI Xin sheng 1,SHEN Yong gang 1, XUE Jing ping 2 (1 Communications Science & Technology Institute, Zhejiang University, Hangzhou 310027, China; 2 Library, Zhejiang University, Hangzhou 310027, China)  
This paper persents the method of continuous beam based on elastic supports,which helps to calculate coefficients of load lateral distribution of spatial girder and arch combination bridge.The calculation and experiment results show that coefficients of load lateral distribution obtained by the proposed method are nearly agree with the tested values.The coefficients of load lateral distribution of girder and rib adjacent to the mobile road are commonly larger and control design for bridge spelled by three decks in urban road.
【CateGory Index】: U448.216
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