Evaluation seismic behavior of tall reinforced concrete structures subjected to near field earthquake with considering the height effect

Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
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SECM03_186

تاریخ نمایه سازی: 9 شهریور 1398

Abstract:

Due to the good performance of concrete structures, the seismic performance of these structures has been evaluated under different conditions and using different methods. One of the variables that affect the seismic performance of these structures is the height. In this article, the seismic performance of reinforced concrete structures affected by earthquakes, taking into consideration their height, is presented by the ETABS software. The results of this article demonstrate that when increasing the height, using a shear wall in reinforced concrete structures leads to better seismic performance in terms of displacement.

Authors

Hossein Mirzaaghabeik

Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran

Mohammad Javad Derakhshan

Department of Civil Engineering, Shahr Rey Branch, Islamic Azad University, Tehran, Iran

Amir Hosein Sovizi

Department of Civil Engineering, Shahr Rey Branch, Islamic Azad University, Tehran, Iran