analysis of performance of slab-column structure with spandrel beam under vertical load
竖向荷载作用下边梁对板柱结构受力性能影响
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由于混凝土材料的非线性性质,以及杆件开裂后扭转刚度、弯曲刚度下降的影响,边梁协调扭矩值难以准确计算。
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The seismic performance of flat plate structure can be improved by the spandrel beam.
板柱结构的周边布置边梁可以提高结构的抗震性能.
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