A method of cost optimum design of two way RC slabs is presented.
提出了RC双向板的优化设计方法。
The local 2nd floor structures in main hall is combined with steel beams, space grids and RC slabs.
主展厅局部二层楼面采用钢梁-网架-钢筋混凝土楼板组合结构。
So far, a great deal of research work has been done for RC beams strengthened by bonded CFRP or steel plate, but only rather little for two-way RC slabs.
为此，本文着重对受集中荷载的外贴碳纤维或钢板条带的钢筋混凝土加固双向板的受力性能进行了试验研究。
The accuracy and efficiency of the models in simulating the RC beams, columns and slabs in fire are validated through a series of fire tests.
通过与一系列试验对比，说明了该模型在模拟混凝土梁、柱和楼板时的准确性和高效性。
At last, the influence of slabs and seismic design on PC resistance of the two RC frames is discussed by analyzing the PC law of RC frames.
最后，通过研究框架结构的连续倒塌规律，分析了楼板和抗震设防烈度对框架抗连续倒塌性能的影响。
At last, the influence of slabs and seismic design on PC resistance of the two RC frames is discussed by analyzing the PC law of RC frames.
最后，通过研究框架结构的连续倒塌规律，分析了楼板和抗震设防烈度对框架抗连续倒塌性能的影响。
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