A new model for beam rigid connection to double I-shaped column's web
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- 作者：Mohammad Javad Haji Rajabi ; jrajabii@yahoo.com" class="auth_mail" title="E-mail the corresponding author ; Mohammad Saeed Karimi mskarimi@semnan.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Mohammad Ali Kafi mkafi@semnan.ac.ir" class="auth_mail" title="E-mail the corresponding author
- 关键词：Steel rigid connection ; Haunch plate connection ; Column minor axis ; Hysteresis loading ; Numerical analyses ; Stiffness
- 刊名：Journal of Constructional Steel Research
- 出版年：2016
- 出版时间：December 2016
- 年：2016
- 卷：127
- 期：Complete
- 页码：204-220
- 全文大小：5343 K
文摘
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Seven numerical models of beam to double IPE column's web connection were assessed.
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All models could bear more than 85% restraint and are considered rigid.
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Two connection configurations could completely meet the stiffness measure of AISC.
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Vertical inner plate showed more favorable results than horizontal continuity plates.