Design of Retrofitting for Damaged Rectangular Hollow Sectioned Struts
Author:
Affiliation:
1. Formerly, Lecturer, Dept. of Civil Engineering, Univ. of Western Australia, Nedlands 6907, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A8%281011%29
Reference8 articles.
1. Nonlinear SDOF Element for Hysteretic Analysis of Pinned Braces
2. Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts -I: Analytical model
3. Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts -II: Experimental study
4. British Standards Institution (BS 5950). (1985). “Structural use of steelwork in building Part I: Code of practice for design in simple and continuous construction: Hot-rolled sections.” British Standards Institution London.
5. Gugerli H. and Goel S. C. (1982). “Inelastic cyclic behavior of steel bracing members.” Rep. No. UMEE-82R1 Dept. of Civil Engineering Univ. of Michigan Ann Arbor Mich.
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