A space displacement field considering the deck local buckling for the plate - truss composite is constructed by using transverse finite stripe.
用有限个横向条带法构造了板桁组合结构极段考虑局部屈曲的空间位移模式。
2
The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function.