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Efficient semi-analytical generator of initial stiffness designs for steel frames under seismic loading. Part 2: slender frame. (Struct. Design Tall Build., 6(2) 163-170 (1997))

✍ Scribed by Takewaki, Izuru

Publisher: John Wiley and Sons
Year: 1998
Tongue: English
Weight: 44 KB
Volume: 7
Category: Article
ISSN: 1062-8002
DOI: 10.1002/(sici)1099-1794(199803)7:1<91::aid-tal90>3.0.co;2-c

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✍ Takewaki, Izuru 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 110 KB 👁 1 views

A simple stiffness design formula including the effects of column elongation is derived for a slender steel building frame. The steel frame has prescribed column cross-sections obtained in the companion paper (Part 1) and the angles of nodal rotation at the beam ends related to the net deformation o

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The purpose of this paper is to propose a new efficient semi-analytical generator of initial stiffness designs for a moment-resisting steel building frame under seismic loading. Requirements on interstory drift under seismic loading are often active constraints in the usual structural design practic