MORE EFFICIENT SIESMIC ANALYSIS OF TALL BUILDINGS BY IMPLEMENTING A RECENTLY PROPOSED TECHNIQUE
سال انتشار: 1390
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 1,469
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شناسه ملی سند علمی:
SEE06_096
تاریخ نمایه سازی: 16 اردیبهشت 1390
چکیده مقاله:
When subjected to ground strong motions, the dominant oscillatory periods of tall buildings are generally considerable. Consequently, in the structural analyses, the integration steps, of time integration, are mostly small, merely, because of the smallness of the seismic records digitization steps. In order to reduce the additional computational costs, in this paper, the performance of a recently proposed technique is examined regarding the analysis of a thirtystory building. The outcome was about 80% reduction of the computational cost
کلیدواژه ها:
نویسندگان
a Soroushian
Structural Engineering Research Center, IIEES, Tehran ۹۳۹۵, Iran,
a Aziminejad
Islamic Azad University, Science & Research Branch, Tehran, Iran,