The analysis of sidesways of staggered steel truss structure is discussed. The mathematical model of an equivalent continum is proposed and solved by the lateral shear rigidity method.
对交错钢桁架结构的侧移分析，采用连续化的数学模型和侧向抗剪刚度法。
Truss is the main structural component, its standardization design and factory melt produce is very important, for the application of the staggered truss system in the residence steel structure.
桁架是交错桁架体系的主要构件，桁架的标准化设计、工厂化制作对推动交错桁架体系在我国钢结构住宅中的应用具有重要意义。
This paper illuminates the mechanical performance of staggered truss system under various load cases according to the analysis of a steel structure house.
通过对一钢结构住宅建筑方案实例的空间分析，说明了错列桁架结构体系在各种荷载工况下的受力特性。
By comparing the response of models, it shows that the pseudo-space model is appropriate to analyze the transverse seismic performance of steel staggered truss structure.
分析结果表明伪空间模型可以较好的模拟钢交错桁架结构的横向抗震性能。
By comparing the response of models, it shows that the pseudo-space model is appropriate to analyze the transverse seismic performance of steel staggered truss structure.
分析结果表明伪空间模型可以较好的模拟钢交错桁架结构的横向抗震性能。
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