Connection of I-beam to box-column by a short stub beam
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- 作者：Saeed Erfani ; sderfani@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Ahmad Ali Asnafi asnafi@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Alireza Goudarzi alireza.goudarzi@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author
- 关键词：AISC ; American Institute of Steel Construction ; ASTM ; American Society of the International Association for Testing and Materials ; bf ; Width of beam flange ; bp ; Width of end-plate ; db ; Depth of connecting beam ; dbt ; Bolt diameter ; dc ; Depth of column ; CJP ; Complete-Joint-Penetration ; Fy ; Specified minimum yield stress of the yielding element ; Fu ; Specified minimum tensile strength of the yielding element ; g ; Horizontal distance between bolts ; Gr ; Grade ; Lp ; Length of end-plate ; Lb ; Length of bea
- 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：136-150
- 全文大小：5014 K
文摘
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Two new connection configurations are proposed to connect I-beams to box-columns.
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The two configurations are different in force transfer mechanism.
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The behavior of these connection models is investigated under cyclic loading using finite element method.
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The modeling method was verified against experimental results
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The analysis results approved that the proposed connections are satisfying AISC seismic provisions.