Finite element analysis of capacity of high strength steel-reinforced concrete frame side joint

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作者：
College of Civil Engineering, Shenyang University Civil and Architecture, Shenyang 110168, China [1 ]
不详 [2 ]
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Liaoning Gongcheng Jishu Daxue Xuebao (Ziran Kexue Ban) | 2006年 / 3卷 / 372-374期
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摘要：
With ANSYS software, the simulated calculation of steel reinforced high strength concrete (HSRC) column / high strength reinforced concrete (HRC) beam frame side joints under the earthquake week cycle load is made and the limited capacity is determined. By the balance equation under the limited stage, the shear in the joint core is solved, and the shear capacity under the earthquake week cycle load is analysed. By the comparison of the shear and the shear capacity, the result is good. The theory foundation has been set up.
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