复杂结构楼板面内力学行为研究综述与展望

LITERATURE REVIEW AND PROSPECTS ON IN-PLANE MECHANICAL BEHAVIOR OF COMPLEX STRUCTURE FLOOR SLAB

  • 摘要: 楼板是框架结构中受力机制最为复杂的构件之一。该文对复杂结构中楼板面内行为研究进行了综述,分别讨论了楼板面内基本受力性能和机理、楼板面内力学模型、楼板面内特性对结构整体性能的影响以及考虑楼板面内行为的设计方法,并在研究综述的基础上,提出未来有待进一步研究的问题。综合考察关于楼板行为的一系列研究,总体上混凝土结构的研究成果比较丰富,组合结构的研究成果较为匮乏,而组合结构应用于复杂结构更具竞争力。因此,未来有待进一步针对组合结构体系,提出考虑面外组合作用的楼板面内非线性行为精细化高效数值模型,研究不同楼板面内力学模型对结构体系抗震性能的影响规律,建立楼板面内简化模型的误差定量评价方法,提出组合结构体系考虑楼板面内非线性行为的抗震设计方法。

     

    Abstract: This paper carries out a literature review on the in-plane mechanical behavior of complex structure floor slabs. Discussed are the basic in-plane mechanical behavior and mechanism of the slab, in-plane mechanical model of the slab, the influence of the in-plane mechanical behavior of the slab on the global structural behavior, and the design methods considering the in-plane behavior of the slab. Based on the relevant research, the problems that need to be resolved are put forwarded. The results of the literature review overall show that: the research results of concrete structures are relatively rich, while the research results of composite structures are relatively scarce, while composite structures are more competitive when applied to complex structures. Therefore, regarding composite structures in the future, an elaborate and efficient slab model for the in-plane nonlinear behavior considering out-of-plane composite effect will be further put forwarded, the influence of different in-plane mechanical slab model for the seismic behavior of the structural systems will be studied, a quantitative evaluating method for the error of in-plane simplified slab model will be developed, and a seismic design method for the composite structures considering their in-plane nonlinear behaviors of floor slabs will be put forwarded.

     

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