Evaluation seismic behavior of tall reinforced concrete structures subjected to near field earthquake with considering the height effect
عنوان مقاله: Evaluation seismic behavior of tall reinforced concrete structures subjected to near field earthquake with considering the height effect
شناسه ملی مقاله: SECM03_186
منتشر شده در سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی سازه و مدیریت ساخت در سال 1398
شناسه ملی مقاله: SECM03_186
منتشر شده در سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی سازه و مدیریت ساخت در سال 1398
مشخصات نویسندگان مقاله:
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
خلاصه مقاله:
کلمات کلیدی:
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
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.
reinforced concrete, seismic performance, height effect, near field earthquake
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/917445/