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Live load design moments for parking garage slabs considering support deflection effect

机译:考虑支撑挠度效应的停车场楼板活荷载设计力矩

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摘要

This paper develops a simplified, but effective, algorithm to obtain critical design moments for clamped and/or elastically supported parking garage slabs. Maintaining the uniformly distributed load concept generally adopted in the design of building structures, this paper introduces the equivalent vehicle load factors which can simulate the vehicle load effects without conducting additional sophisticated numerical analyses. After choosing a standard design vehicle of 2.4 ton following the investigation of small to medium vehicles made in Korea, finite element analyses for concentrated wheel loads were conducted by referring to the influence surfaces. Based on the obtained member forces, the equivalent vehicle load factors for slabs which represent the ratios of member forces under vehicle loads to those under uniformly distributed loads were determined. In addition, the relationships between the equivalent vehicle load factors and sec- tional dimensions were established by regression, and those are used to obtain the design moments by vehicle loads. The member forces calculated by the proposed method are compared with the results of four different approaches described in current design codes with the objective being to establish the relative efficiencies of the proposed method.
机译:本文开发了一种简化但有效的算法来获得夹紧和/或弹性支撑的停车库楼板的关键设计力矩。保持建筑结构设计中通常采用的均布载荷概念,本文介绍了等效车辆载荷因子,该载荷因子可以模拟车辆载荷效应,而无需进行其他复杂的数值分析。在对韩国制造的中小型车辆进行调查之后,选择了2.4吨标准设计车辆后,通过参考影响面对集中车轮载荷进行了有限元分析。基于获得的分力,确定了平板的等效车辆载荷因子,代表了车辆载荷下的分力与均匀分布载荷下的分力之比。此外,通过回归建立等效车辆载荷因子与截面尺寸之间的关系,并将其用于通过车辆载荷获得设计力矩。将所提出的方法计算出的分力与当前设计规范中描述的四种不同方法的结果进行比较,目的是确定所提出的方法的相对效率。

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