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首页> 外文会议>Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy >Influence of column web stiffening on the seismic behaviour of beam-to-column joints
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Influence of column web stiffening on the seismic behaviour of beam-to-column joints

机译：腹板刚度对梁柱节点抗震性能的影响

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摘要

The present paper summarises the experimental results on column web panels, carried out at the "Politehnica" University of Timisoara, Romania with the scope of investigating the influence of different column web stiffening solutions on the performance of beam-to-column joints of Moment Resisting Frames. The response parameters, such as resistance, rigidity and ductility have been monitored. Five different types of panel web stiffening are compared in regard to a reference test. A comparison of the experimental tests to the mathematical models given by Krawinkler and EUROCODE 3 - Part 1.8 are also presented.
机译：本文总结了在罗马尼亚蒂米什瓦拉的“ Politehnica”大学在圆柱腹板上进行的实验结果，研究了不同圆柱腹板加劲方案对抗弯矩梁-柱节点性能的影响。框架。已经监测了响应参数，例如阻力，刚度和延展性。关于参考测试，比较了五种不同类型的面板腹板刚度。还介绍了实验测试与Krawinkler和EUROCODE 3-1.8部分给出的数学模型的比较。

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