Behavior and design of structures with buckling-restrained braces

Engineering Structures

Volumn 26, Issue 6, 2004, Pages 693-706

  Kim, Jinkoo ^a   Choi, Hyunhoon ^a  

^a Sungkyunkwan University   (South Korea)

Author keywords

Buckling restrained brace; Capacity spectrum method; Equivalent damping; Seismic design

Indexed keywords

BUCKLING; DAMPING; EARTHQUAKE EFFECTS; ENERGY DISSIPATION; STIFFNESS; STRUCTURAL DESIGN;

BUCKLING-RESTRAINED BRACES (BRB); DAMPING RATIO; RESTRAINED BRACES;

STEEL STRUCTURES;

BUCKLING;

EID: 15844404466     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2003.09.010     Document Type: Article

References (14)

1. Watanabe A. Hitomoi Y. Saeki E. Wada A. Fujimoto M. Properties of braces encased in buckling-restraining concrete and steel tube Proceedings of 10th World Conference on Earthquake Engineering. Tokyo-Kyoto, Japan 1988
2. Tremblay R. Degrange D. Blouin J. Seismic rehabilitation of a four-story building with a stiffened bracing system Proceeding of the 8th Canadian Conference on Earthquake Engineering 1999 Vancouver
3. Huang Y.H. Wada A. Sugihara H. Narikawa M. Takeuchi T. Iwata M. Seismic performance of moment resistant steel frame with hysteretic damper The 3rd International Conference STESSA, Montreal, Canada 2000
4. Black C, Makris N, Aiken I. Component testing, stability analysis and characterization of buckling restrained braces. Final Report to Nippon Steel Corporation, 2001.
5. Inoue K. Kuwahara S. Optimum strength ratio of hysteretic damper Earthquake Eng Struct Dyn 27 1998 577-588
6. Clark P.W. Aiken I.D. Tajirian F.F. Kasai K. Ko E. Kimura I. Design procedures for buildings incorporating hysteretic damping devices International Post-SmiRT Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, Cheju, South Korea 1999
7. AIK. Design code and commentary for steel structures. The Architectural Institute of Korea, Korea; 1991.
8. MIDAS/Gen Program. MIDAS/Gen-General structure design system. MIDAS/Gen Ver.5.7.1 Analysis and Design Manual, MIDAS Information Technology, Co., Ltd., http://www.midasit.com.
9. Tsai KC, Li JW. DRAIN2D+ a general purpose computer program for static and dynamic analyses of inelastic 2D structures supplemented with a graphic processor. Report No. CEER/R86-07, National Taiwan University, Taiwan; 1997.
10. FEMA. NEHRP Guidelines for the seismic rehabilitation of buildings. FEMA-273 and 274. Washington, DC: Federal Emergency Management Agency; 1997.
11. Valles RE, Reinhorn AM, Kunnath SK, Li C, Madan A. IDARC 2D version 4.0: a computer program for the inelastic damage analysis of buildings. Technical Report NCEER-96-0010, NCEER, SUNY at Buffalo, 1996.
12. ATC. Seismic evaluation and retrofit of concrete buildings. ATC-40, Applied Technology Council, Redwood City, California, 1996.
13. Vanmarcke E.H. Gasparini D.A. A program for artificial motion generation, user's manual and documentation 1976 Department of Civil Engineering, Massachusetts Institute of Technology
14. SEAOC Tentative guidelines for performance-based seismic engineering, SEAOC Blue Book 1999 Structural Engineers Association of California