Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars

Author:

Zhao Junxian,Wu Bin,Ou Jinping

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Evaluating the influence of stoppers on the low-cycle fatigue properties of high-performance buckling-restrained braces;Wang;Eng Struct,2012

2. Low-cycle fatigue testing of extruded aluminium alloy buckling-restrained braces;Wang;Eng Struct,2012

3. Watanabe A, Hitomi Y, Saeki E, Wada A, Watanabe M. Properties of brace encased in buckling-restraining concrete and steel tube. Proceeding of the 9th world conference on earthquake engineering, Tokyo, vol. IV; 1988.

4. A study on the elasto-plastic behavior of unbonded composite bracing (Part 2: Analytical studies);Nagao;J Struct Construct Eng,1991

5. Shimizu T, Fujisawa K, Uemura K, Inoue K. Design method to prevent buckling of low yield strength steel tube brace and fracturing of joints (Part 1: Design method and test plan of braced braces). Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, vol. 9; 1997. p. 781–2.

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