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Analysis of Dynamical Behaviors of Steel Deck-Concrete Composite Beams

机译:钢甲板混凝土复合梁动力学行为分析

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The steel deck-concrete composite beam was mainly made of the three constitutes of steel deck, concrete and shearing conjunction, still with little amount of structure reinforcing bars moreover,In this paper the advantage of the steel deck-concrete composite beam was introduced. The hysteretic curve was provided also. The curve of the deck-concrete composite beam under the cyclic loads was more full and tactful. It explained the form of the joint had a better dynamical behaviors than the concrete beam;The energy-consumption ratio and the ductility coefficient of the deck-concrete beam was bigger. It reflected that the joint had better aseismic performances than the concrete beam.These conclusions had great importance for the design of engineering in the areas of earthquakes.
机译:钢甲板 - 混凝土复合梁主要由钢甲板,混凝土和剪切结合的三个构成,仍然具有少量的结构加强杆,在本文中,钢甲板混凝土复合梁的优点是介绍。还提供了滞后曲线。循环载荷下甲板混凝土复合梁的曲线更加满满,是更加完整的。它解释了关节的形式具有比混凝土梁更好的动态行为;甲板 - 混凝土梁的能量消耗比和延展性系数更大。它反映了该关节比混凝土梁有更好的抗震性能。这些结论对于地震地区的工程设计非常重要。

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