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gang qiao pi lao she ji zhi dao xing gui fan mei guo zhou ji gong lu ji yun shu gong zuo zhe xie hui (aashto)
Author(s): 
Pages: 69-80
Year: Issue:  4
Journal: World Bridges

Keyword:  应力幅疲劳设计组合截面货车横向加劲板运输工作横向分配系数疲劳检算钢桥设计参数;
Abstract: <正> SM=(1341)(41.04)/(41.04—1.75)=1401in~3 如10.3.2.6条所规定,系数SMF=1.15将用于此组合截面。设计应力幅(10.3.2条) 乘以系数的设计应力幅R_aS_r可用组合前述系数求得,于是,(C—6)
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