ASEISMIC LIMIT DESIGN OF STEEL RIGID FRAMES
نویسندگان
چکیده
منابع مشابه
Evaluation of Nonlinear Dynamic Response of Rigid and Semi-Rigid Steel Frames under Far-Field Earthquake Records
The purpose of this research was to evaluate the nonlinear dynamic response of rigid and semi-rigid steel frames under Far-Fault Earthquake Records. Accordingly, the fragility curve of the moment frames with rigid and semi-rigid connections was determined. Considering the analytical knowledge of structures in the past, the analysis and design of steel frames based on the assumptions of rigid or...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1975
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.237.0_59