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1)  rigid-supported composite beams
固支组合梁
1.
Based on the fire resistance validation method in current Technical Code on Fire Safety of Steel Structure,Critical temperature method for fire resistance design on rigid-supported composite beams is proposed,and the calculation method of critical temperature is presented.
根据现行《建筑钢结构防火技术规范》中固支组合梁抗火承载力验算方法,提出了固支组合梁抗火设计的临界温度法,并给出了临界温度的计算方法,对影响固支组合梁临界温度的参数进行了分析。
2)  composite masonry wall supported on R/C girder
梁支组合墙
3)  simply supported composite beam
简支组合梁
1.
Based on the calculation resuhs,it is found that con- tinuous composite beams are remarkably superior in economic performance to simply supported composite beams.
本文对建筑结构中钢-混凝土简支组合梁和连续组合梁的经济性能进行比较。
4)  preflex simple beam
预弯组合简支梁
1.
Two types of alterative section preflex simple beams, alterative web plate highness and alterative steel flange thickness, are discussed on how to get the value of calculating moment of inerti.
对于预弯组合简支梁而言,变截面预弯组合梁可以在一定程度上减小钢材的用量。
5)  simple beam arch composite bridge
简支梁拱组合桥梁
6)  fixed-ends beam
固支梁
1.
The general formula, which is based on the force method and the basic structure of the simply supported beam, about the bending moment of fixed-ends beam is deduced by the area and the center position of the bending moment diagram of a simply supported beam.
以力法为基础,用简支梁作为基本结构,通过简支梁弯矩图的面积及其形心位置推导得出固支梁固端弯矩计算的一般公式,并指出该公式在其它单跨超静定梁计算中的应用。
2.
The shape of a virtual tail beam is given by the deflection curve of a fixed-ends beam.
它假定每个车辆有一虚拟的尾梁,而虚拟尾梁的形状用固支梁挠度曲线来表示,进而得到了一种推广了的固支梁挠度曲线模型。
补充资料:组合钢模板支设


组合钢模板支设


组合钢模板支设
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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