MAXIMUM INTER-STORY DRIFT ANGLE OF MULTI-STORY STEEL FRAMES WITH SLIDING BASES SUBJECTED TO STRONG GROUND MOTIONS
نویسندگان
چکیده
منابع مشابه
ضریب افزایش تغییرمکان در سازه‌های فولادی با سیستم قاب خمشی معمولی و قاب ساده با مهاربندهای هم‌محور
Abstract: It is well known that during strong ground motions most of structural damages and collapses are due to excessive displacement of stories, and other structural and non-structural elements. Therefore one of the most important objectives in seismic design procedure is estimating the maximum inelastic (actual) displacement and drift of structures occurring in severe ground motions. Seis...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2015
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.80.791