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Experimental Study on Seismic Behavior of Pre-cast Concrete Structure with Cast-in-situ Integral Beam-column Joint Sub-assemblage

机译:铸造型混凝土结构与铸型积分梁柱关节子组合的实验研究

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Based on the need of housing industrialization, using full-scale models, this paper investigated the seismic behavior of pre-cast concrete beam-column subassemblies with cast-in-situ monolithic joints under low-cycle reversed loading. The failure pattern, hysteretic characteristic, skeleton curve, ductility and energy dissipation were also analyzed. The result indicated that beam-column joints with longitudinal bars welded at the bottom of beams can meet the requirements of "strong column-weak beam, stronger joint".
机译:基于住房产业化的需求,采用全尺寸模型,本文研究了在低循环反转载荷下与原位单片关节进行了预先铸造混凝土梁柱子组件的地震行为。还分析了破坏模式,滞后特性,骨架曲线,延展性和能量耗散。结果表明,横梁焊接在梁底部的纵向条的光束柱接头可以满足“强柱弱光束,更强的关节”的要求。

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