EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers
نویسندگان
چکیده
منابع مشابه
Post-Tensioned Steel Connections Self-Centering Behavior Using the Finite Element Method
Due to lack of the proper and well behavior of steel moment-resisting connections subjected to the great and major earthquakes, excessive researches have been conducted to mitigate the damages on the primary elements and connections. Therefore, elimination of residual drift and increasing the plastic rotation capacity for the connectors in the panel zone are required. The main purpose of this s...
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ژورنال
عنوان ژورنال: Journal of Constructional Steel Research
سال: 2015
ISSN: 0143-974X
DOI: 10.1016/j.jcsr.2014.10.022