web beam meaning in Chinese
宽板横梁
强横梁
Examples
- In this experiment , four groups tests were made , including pin - connected , semi - rigid connection of bolted beam - to - column connections , rigid connection of welded flange - bolted web beam - to - column connections
本次试验共进行了四组试验，分别考虑了梁柱螺栓连接的铰接连接、半刚性连接以及梁柱栓焊连接的刚性连接。 - Though the contrast of the algorithm used in cantilever lattice structure and cantilever solid web beam , we can get the algorithm that can be used to calculate the equivalent inertia moment of the lattice structure when it is regarded as solid web beam
并进一步延伸到四肢格构式构件等效惯性矩的计算,给出了四肢格构式构件等效为实腹式构件时,等效惯性矩的计算公式。 - At present , there are no information or specification on studying the transverse stiffener of the thinned - web beam systemically . and there are a small few literatures related on load - bearing ability and laying of the transverse stiffeners of the thinned - web beam
目前，只有极少资料简单介绍了薄腹板梁横向加劲肋的受力及设置等问题，尚未见薄腹板梁横向加劲肋的系统研究文献。 - In this paper we study the transverse stiffeners of the thinned - web beam bearing several concentrated longitudinal strain actions . thinking of using post - buckling strength of web plate , we study some facts about tran sverse stiffeners including strain ability , condition of breaking , calculation of strength and stabilization of the stiffener bearing regional load action
本文对受多个集中荷载作用的薄腹板梁的横向加劲肋进行了研究，分析了利用腹板屈曲后强度时，横向加劲肋的受力状态、破坏机理，以及加劲肋局部承压的强度计算公式和稳定计算方法。 - Based on the research to the stability variable cross - section beam , the bending defection differential equation of the variable cross - section beam in critical state of bucking is established . according to the edge condition of the structure , the differential equation is solved and bucking equation of variable cross - section beam is created . we can get the algorithm which can be used to calculate the equivalent inertia moment of the variable cross - section lattice structure when it is regarded as constant cross - section of solid web beam
对变截面格构式构件的稳定性计算进行了初步的研究,通过建立变截面构件临界状态下弯曲变形的微分方程,根据变形边界条件,得到了两端铰支的变截面梁失稳特征方程,提出了几种特殊形式的变截面格构式构件等效为等截面实腹式构件时等效惯性矩的计算方法。