Recommended provisions for buckling-restrained braced frames

Engineering Journal

Volumn 41, Issue 4, 2004, Pages 155-175

  Sabelli, Rafael ^a  

^a DASSE Design Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL FORCES; BUCKLING-RESTRAINED FRAMES; DESIGN ENGINEERING; INELASTIC DEFORMATION;

APPROXIMATION THEORY; BUCKLING; DEFORMATION; DUCTILITY; DYNAMIC LOADS; EARTHQUAKES; SEISMOLOGY; STEEL STRUCTURES; TENSILE STRENGTH;

STRUCTURAL FRAMES;

EID: 7544233811     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (24)

1. American Institute of Steel Construction (AISC) (2002), Seismic Provisions for Structural Steel Buildings, AISC, May 21, Chicago.
2. AISC (2000), Code of Standard Practice for Steel Buildings, AISC, March 7, Chicago.
3. AISC (1999), Specification for Structural Steel Buildings, AISC, December 27, Chicago.
4. American Society of Civil Engineers (ASCE) (2002), Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 7-02, Reston, VA.
5. Clark, P., Aiken, I., Kasai, K., Ko, E., and Kimura, I. (1999), "Design Procedures for Buildings Incorporating Hysteretic Damping Devices," Proceedings 68th Annual Convention, pp. 355-371, Structural Engineers Association of California, Sacramento, CA.
6. Federal Emergency Management Agency (FEMA) (2000), NEHRP Recommended Provisions for Seismic Regulations for New Buildings, FEMA, Washington, D.C.
7. FEMA (2003), NEHRP Recommended Provisions for New Buildings and Other Structures, FEMA 450, Washington, D.C.
8. International Conference of Building Officials (ICBO) (1997), Uniform Building Code, Whittier, CA.
9. Kalyanaraman, V., Sridhara, B.N., and Mahadevan, K. (1994), "Sleeved Column System," Proceedings of the SSRC Task Group Meetings and Task Force Sessions, Lehigh University, Bethlehem, PA.
10. Kalyanaraman, V., Sridhara, B.N., and Thairani, V. (1998), "Core Loaded Earthquake Resistant Bracing Design," Proceedings of the 2nd International Conference on Steel Construction, San Sebastian, Spain.
11. Kalyanaraman, V., Sridhara, B.N., Mahadevan, K., Thairani, V., and Ramachandrran, B. (1998), "A Sleeved Bracing System for Earthquake Resistant Design of Tall Buildings," Symposium on Earthquake Engineering. Univ. of Roorkee, December 17-19.
12. Kasai, K., Fu, Y., and Watanabe, A. (1998), "Passive Control Systems for Seismic Damage Mitigation," Journal of Structural Engineering, Vol. 124, No. 5, pp. 501-512, (May), American Society of Civil Engineers, Reston, VA.
13. Lopez, W., Gwie, D.S., Lauck, T.W., and Saunders, C.M. (2004), "UC Berkeley Stanley Hall-Structural Design and Experimental Verification of a Budding-Restrained Braced Frame System," Engineering Journal, Vol. 41, No. 4, 4th Quarter, AISC.
14. Prasad, B. (1992), "Experimental Investigation of Sleeved Column," Proceedings of the 33rd Structural Dynamics and Materials Conference, American Institute of Aeronautics and Astronautics, Dallas.
15. Reina, P., and Normile, D. (1997), "Fully Braced for Seismic Survival," Engineering News-Record, pp. 34-36, July 21, The McGraw Hill Companies, New York.
16. Sabelli, R., Mahin, S., and Chang, C. (2003), "Seismic Demands on Steel Braced Frame Buildings with Buckling-Restrained Braces," Engineering Structures, 25 (2003), pp. 655-666.
17. Seismic Isolation Engineering for Nippon Steel Corporation (1999), "Tests of Nippon Steel Corporation Unbonded Braces," Report to Ove Arup & Partners, CA.
18. Seismic Isolation Engineering (SIE) (1999), "Report on Pre-Prototype Tests of Yielding Braces," CA.
19. Sridhara, B.N. (1990), "Sleeved Column-As a Basic Compression Member," 4th International Conference of Steel Structures and Space Frames, Singapore.
20. Tsai, K.-C., Weng, Y.-T., Lin, M.-L., Chen, C.-H., Lai, J. W., and Hsiao, P.-C. (2003), "Pseudo Dynamic Tests of a Full-Scale CFT/BRB Composite Frame: Displacement Based Seismic Design and Response Evaluations," Proceedings of the International Workshop on Steel and Concrete Composite Construction (IWSCCC-2003), Report No. NCREE-03-026, pp. 165-176, National Center for Research in Earthquake Engineering, October 8-9, 2003, Taipei, Taiwan.
21. Tremblay, R., Degrange, G., and Blouin, J. (1999), "Seismic Rehabilitation of a Four-Storey Building with a Stiffened Bracing System," Proceedings of 8th Canadian Conference on Earthquake Engineering, pp. 549-554, Canadian Association for Earthquake Engineering, Vancouver, B.C.
22. Wada, A., Connor, J., Kawai, H., Iwata, M., and Watanabe, A. (1994), "Damage Tolerant Structure," ATC-15-4 Proceedings of 5th US-Japan Workshop on the Improvement of Building Structural Design and Construction Practices, pp. 27-39, Applied Technology Council, Redwood City, CA.
23. Wada, A., Saeki, E., Takeuchi, T., and Watanabe, A. (1998), "Development of Unbonded Brace," Nippon Steel's Unbonded Braces (promotional document), pp. 1-16, Nippon Steel Corporation Building Construction and Urban Development Division, Tokyo, Japan.
24. Watanabe, A., Hitomi, Y., Saeki, E., Wada, A., and Fujimoto, M. (1988), "Properties of Brace Encased in Buckling-Restraining Concrete and Steel Tube," Proceedings of 9th World Conference on Earthquake Engineering, Vol. IV, pp. 719-724, Japan Association for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan.