Inelastic analysis of composite beams in high-rise buildings
Publish place: 10th International Congress on Civil Engineering
Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE10_0903
تاریخ نمایه سازی: 19 تیر 1394
Abstract:
The main purpose of this study is comparison and investigation of different types of composite columns in framed structures in plastic mode under dynamic loads, In this study the performance of the MRFs with composite columns has been evaluated using 3-story structural models, considering the base reactions obtained from the non-linear analysis. The results show good performance of composite sections under the seismic loads. Also, a comparison between two types of composite sections, the full and half-embedded steel sections in concrete, has been made. The columns are designed for the construction frames with 3 floors s by Plastics Method. and to study the dynamic behavior of the models were used three strong earthquakes
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Authors
Amir Parviz Khosravi Amiri
Lecturer and Postgraduate of structural engineering, Young Researchers and Elite Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran
B. Amin Nejad
Assistant Professor, Department of Civil Engineering,Roudehen Branch, Ialamic Azad University Roudehen, Iran
E. Behradi Mehr
Postgraduate of civil engineering, Young Researchers and Elite Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran
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