Comparison of RC interior wide beam-column joints’ behavior with various beams width (a finite element study)
Publish place: International Conference on Contemporary Iran in Civil Engineering , Architecture and Urban Development
Publish Year: 1396
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CICEAUD01_0471
تاریخ نمایه سازی: 29 فروردین 1397
Abstract:
A finite element study was performed to compare two wide beam-column joints with different width of beams. After accurately analyzing these models under lateral loading, the force–displacement curves were determined for both of reinforced concrete (RC) wide beam-column joints. The behavior of connections in terms of ductility, strength and energy dissipation was quantitatively evaluated. The results indicated that the amount of reinforcement bar play important role on behavior of wide beam-column joints. Moreover, for width varying from 600 to 1000 mm, an increase in width can result in 19% decrease in ductility and 33% ultimate strength enhancement.
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Authors
Elahe Etemadi
Department of Civil Engineering, Semnan University, Semnan, Iran,
Ali Kheyroddin
Department of Civil Engineering, Semnan University, Semnan, Iran,