سال انتشار: ۱۳۸۲

محل انتشار: چهارمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۵

نویسنده(ها):

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

چکیده:

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.