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通过一个通廊转运站实例结构的建模分析,明确通廊转运站结构建模分析过程中需要考虑的因素,并据此进行结构动力响应分析。结果表明,在通廊转运站结构中,填充墙的刚度对整体结构的抗侧刚度影响较小,可以忽略不计;而压型钢板的蒙皮效应需要考虑在内。研究表明,结构建模时采用合理的假定及简化形式,可以精确地分析结构动力特性及动力响应,为结构的整体分析打下良好的基础。本研究可为该结构的工程应用和理论研究提供参考。
Through the modeling and analysis of the example structure of a corridor transfer station, the factors that need to be considered in the process of modeling and analysis of the corridor transfer station are clarified and the dynamic response of the structure is analyzed accordingly. The results show that the rigidity of infilled walls has little influence on the lateral stiffness of the whole structure in the structure of the transfer station. The skin effect of the profiled steel plate should be taken into account. The research shows that reasonable assumptions and simplified forms can be used in structural modeling to accurately analyze structural dynamic characteristics and dynamic response, laying a good foundation for the overall structural analysis. This study can provide reference for engineering application and theoretical research of this structure.