Stiffness-based optimal design of tall steel frameworks subject to lateral loading-Reference-Cited by-同舟云学术

Stiffness-based optimal design of tall steel frameworks subject to lateral loading

Published:1998-06 Issue:3-4 Volume:15 Page:180-186
ISSN:0934-4373
Container-title:Structural Optimization
language:en
Short-container-title:Structural Optimization

Author:

Kim C. K.,Kim H. S.,Hwang J. S.,Hong S. M.

Publisher

Springer Science and Business Media LLC

Subject

Control and Optimization,Computer Graphics and Computer-Aided Design,Computer Science Applications,Control and Systems Engineering,Software,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF01203529.pdf

Reference16 articles.

1. Bathe, K. J. 1982:Finite element procedures in engineering analysis, Englewood Cliffs, NJ: Prentice-Hall

2. Chan, C.M. 1993:An automatic resizing technique for the design of tall steel building frameworks. Ph.D. Thesis, University of Waterloo

3. Chan, C.M.; Grierson, D.E. 1993. An efficient resizing technique for the design of tall steel buildings subject to multiple drift constraints.The Structural Design of Tall Buildings 2, 17?32

4. Chan, C.M.; Grierson, D.E.; Sherbourne, A.N. 1995: Automatic optimal design of tall steel building frameworks.J. Struct. Engng., ASCE 121, 838?847

5. ETABS 1989: ETABS User's Manual.Comp. & Struct.

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