STRAIN-CONSTRAINED STIFFNESS DESIGN VIA INVERSE FORMULATION OF AN ELASTIC FRAME WITH SMALL LATERAL DESIGN LOADS
Author:
Affiliation:
1. Dept. of Architecture and Environmental Design, Kyoto Univ.
2. Applied Technology Research Center, NKK
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/497/62_KJ00004107109/_pdf
Reference3 articles.
1. 2) British Standard Institution. British Standard BS 5950 : Part 1 : 1985 Structural use of steelwork in building. (1985)
2. 10) NAKAMURA Tsuneyoshi. Optimum design of multistory multispan frames for prescribed elastic compliance. J. Struct. Mech.. (1983) vol.11, no.3, p.271-295.
3. 12) NAKAMURA Tsuneyoshi. Design of Steel Frames for Specified Seismic Member Ductility via Inverse Eigenmode Formulation. Computers and Structures. (1993) vol.47, no.6, p.1017-1030.
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1. Sequential Hybrid Inverse Mapping for State-Specified Design of Frames;Journal of Structural Engineering;2006-09
2. Inverse Design of Frames for Specified Second-Order Bending Strains;Journal of Structural Engineering;2001-05
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