ADAPTIVE PUSHOVER ANALYSIS OF REINFORCED CONCRETE STRUCTURES
سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 189
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شناسه ملی سند علمی:
SEE07_046
تاریخ نمایه سازی: 29 آذر 1399
چکیده مقاله:
Nonlinear static analysis, commonly referred to as pushover analysis, is a powerful tool for assessing the seismic response of structures. A suitable lateral load pattern for pushover analysis can bring the results of this simple, quick and low-cost analysis close to the realistic results of nonlinear dynamic analyses. In this research, four samples of 10- and 15-story [two- and four-bay] reinforced concrete frames were studied. The lateral load distribution patterns recommended in FEMA 273/356 guidelines were applied to the sample models in order to perform pushover analyses. The results were then compared to the results obtained from several nonlinear incremental dynamic analyses for a range of earthquakes. Finally, a lateral load distribution pattern was proposed for pushover analysis of medium-rise reinforced concrete buildings based on the results of nonlinear static and dynamic analyses.
کلیدواژه ها:
نویسندگان
Mohammad Reza AMERI
Ms. In Earthquake Engineering. Kharazmi University, Tehran, Iran
Ali MASSUMI
Associate Professor in Structural Engineering, Kharazmi University, Tehran, Iran
Mohammad HAGHBIN
M.Sc. in Structural Engineering, Kharazmi University, Tehran, Iran