Experimental Evaluation of Proposed Precast RCS Connection under Cyclic Loading
Publish Year: 1399
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CEUCONF07_015
تاریخ نمایه سازی: 22 مرداد 1399
Abstract:
In this paper, test results of two half-scale interior precast Reinforced Concrete column to Steel beam (RCS)connections with proposed joint configurations with and without shear keys in the joint are presented. Proposedconnections consisted of steel beams were connected to the precast column, using extended face bearing plates,embedded in the connection zone. Two samples were loaded under reversed displacement controlled condition. Thefailure mode, joint distortion, lateral load capacity, stiffness retention, stiffness degradation were evaluated. Presenceof shear keys in the joint enhances strength and stiffness of connection and reduces joint distortion.
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Authors
Rooholah Bakhtiari Doost
Department of Civil Engineering, Qom University of Technology, Iran
Alireza Khaloo
Department of Civil Engineering, Sharif University of Technology, Tehran, Iran