首页> 外文会议>The First Anniversary of Wenchuan Earthquake(纪念汶川地震一周年国际学术会议) >Analysis of Dynamical Behaviors of Steel Deck-Concrete Composite Beams
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Analysis of Dynamical Behaviors of Steel Deck-Concrete Composite Beams

机译:钢桥面板混凝土组合梁的动力特性分析

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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:钢甲板混凝土组合梁主要由钢甲板,混凝土和剪力连接三部分组成,而且结构钢筋数量很少。本文介绍了钢甲板混凝土组合梁的优点。还提供了磁滞曲线。反复荷载作用下的面板混凝土组合梁的曲线更加饱满圆滑。这说明节理形式比混凝土梁具有更好的动力性能;甲板混凝土梁的能量消耗比和延性系数较大。结果表明,该节点具有比混凝土梁更好的抗震性能。这些结论对于地震地区的工程设计具有重要意义。

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