DUCTILITY AND SHEAR RESISTING MECHANISM OF EXPOSED-TYPE COLUMN BASE WITH TUBULAR DAMPERS IN STEEL MOMENT FRAMES
نویسندگان
چکیده
منابع مشابه
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In the present study, ten steel-moment resisting frames (SMRFs) having different numbers of stories ranging from 3 to 20 stories and fundamental periods of vibration ranging from 0.3 to 3.0 second were optimized subjected to a set of earthquake ground motions using the concept of uniform damage distribution along the height of the structures. Based on the step-by-step optimization algorithm dev...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2017
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.82.897