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گواهی نمایه سازی مقاله BEHAVIOR OF RC FRAMED STRUCTURES DESIGNED ACCORDING TO IRANIAN SEISMIC CODE DUE TO NEAR-FAULT EARTHQUAKES

عنوان مقاله: BEHAVIOR OF RC FRAMED STRUCTURES DESIGNED ACCORDING TO IRANIAN SEISMIC CODE DUE TO NEAR-FAULT EARTHQUAKES
شناسه (COI) مقاله: SEE04_BS56
منتشر شده در چهارمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال ۱۳۸۲
مشخصات نویسندگان مقاله:

S. Eshghi - Assistant Professor , International Institute of Earthquake Engineering and Seismology, Tehran , Iran
M. S. Razzaghi - Ph.D. Student , International Institute of Earthquake Engineering and Seismology , Tehran , Iran

خلاصه مقاله:
In this paper six- and three-storey RC plane frames , representing medium and low-rise symmetric framed buildings were designed according to Iranian seismic code (2800) with reference to ground profile type I (rock site) in a high-risk seismic region . Numerical analysis were carried out to investigate the effect of near-fault ground motions on current aseismic buildings , designed according to Iranian seismic code . The Iranian seismic code’s design spectrum is exceeded by some response spectra for the near-fault motions. The results show that near-fault earthquake effects should be taken into account in this code.

کلمات کلیدی:


صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-SEE04-SEE04_BS56.html