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Inelastic Behaviour of Eccentrically Braced Frames with Several Links Length

عنوان مقاله: Inelastic Behaviour of Eccentrically Braced Frames with Several Links Length
شناسه ملی مقاله: ICELC01_11
منتشر شده در اولین همایش زلزله و سبک سازی در سال 1384
مشخصات نویسندگان مقاله:

Dr A Al-Hussaini
Dr S Saad - University of Westminster, London UK

خلاصه مقاله:
The goal of seismic design is to provide structures to withstand low and moderate intensity earthquakes without major structural damages, while under severe earthquake sufficient damages are acceptable without collapse of the structure. For adequate earthquake design, the presence of structure that combines stiffness and the ability to dissipate energy without loss of strength is important. Eccentrically Braced Frames (EBF) have the ability to resist lateral load and heavy ground motion especial for steel frames.

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/4566/