Seismic response and performance of buckling-restrained braced frames

Journal of Structural Engineering

Volumn 133, Issue 9, 2007, Pages 1195-1204

  Fahnestock, Larry A ^a   Sause, Richard ^b   Ricles, James M ^b  

^a University of Illinois at Urbana Champaign

^b Lehigh University

Author keywords

Bracing; Buckling; Building codes; Design standards; Dynamic analysis; Energy dissipation; Seismic effects; Steel frames

Indexed keywords

BUILDING CODES; DYNAMIC ANALYSIS; ENERGY DISSIPATION; KNOWLEDGE ACQUISITION; SEISMIC DESIGN; SEISMIC RESPONSE; STEEL STRUCTURES;

SEISMIC EFFECTS; SEISMIC LOADS; STEEL FRAMES;

STRUCTURAL FRAMES;

EID: 34548055626     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:9(1195)     Document Type: Article

References (27)

1. Aiken, I. D., Mahin, S. A., and Uriz, P. (2002). " Large-scale testing of buckling restrained braced frames.. " Proc., Japan Passive Control Symp., Tokyo Institute of Technology, Yokohama, Japan.
2. AISC. (2001). Manual of steel construction-Load and resistance factor design, 3rd Ed., Chicago.
3. AISC. (2005). Seismic provisions for structural steel buildings, Chicago.
4. ASCE. (2005). " Minimum design loads for buildings and other structures.. " SEI/ASCE 7-05, Reston, Va.
5. Fahnestock, L. A., Sause, R., and Ricles, J. M. (2004). " Refined inelastic truss bar element (Type 01) with isotropic hardening for DRAIN-2DX-Element description and user guide.. " ATLSS Rep. No. 04-19, Lehigh Univ., Bethlehem, Pa.
6. Fahnestock, L. A., Sause, R., and Ricles, J. M. (2006). " Analytical and large-scale experimental studies of earthquake-resistant buckling-restrained braced frame systems.. " ATLSS Rep. No. 06-01, Lehigh Univ., Bethlehem, Pa.
7. Federal Emergency Management Agency (FEMA). (2000). " Prestandard and commentary for the seismic rehabilitation of buildings.. " FEMA 356, Washington, D.C.
8. Federal Emergency Management Agency (FEMA). (2003). " NEHRP recommended provisions for seismic regulations for new buildings and other structures. 1: Provisions and 2: Commentary.. " FEMA 450, Washington, D.C.
9. Garlock, M. (2002). " Full scale testing, seismic analysis, and design of post-tensioned seismically resistant connections for steel frames.. " Ph.D. dissertation, Lehigh Univ., Bethlehem, Pa.
10. International Code Council (ICC). (2000). International building code, Falls Church, Va.
11. Iwata, M., Kato, T., and Wada, A. (2003). " Performance evaluation of buckling-restrained braces in damage-controlled structures.. " Behavior of Steel Structures in Seismic Areas, Proc., 4th Int. Conf. STESSA 2003, F. Mazzolani, ed., Naples, Italy, 37-43.
12. Lopez, W. A., and Sabelli, R. (2004). Seismic design of buckling-restrained braced frames, Steel Tips, Structural Steel Education Council, Moraga, Calif.
13. Mayes, R. L., Goings, C., Wassim, N., Harris, S., Lovejoy, J., Fanucci, J. P., Bystricky, P., and Hayes, J. R. (2004). " Comparative performance of buckling-restrained braces and moment frames.. " Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 2887.
14. Merritt, S., Uang, C. M., and Benzoni, G. (2003). " Subassemblage testing of Star Seismic buckling-restrained braces.. " Structural Systems Research Project, Rep. No. TR-2003/04, Univ. of California at San Diego, San Diego.
15. Pacific Earthquake Engineering Research Center (PEER). (2000). " Pacific Earthquake Engineering Research Center strong motion database.. " Berkeley, Calif., 〈 http://peer.berkeley.edu/smcat/ 〉.
16. Newmark, N. M., and Hall, W. J. (1982). Earthquake spectra and design, Earthquake Engineering Research Institute, El Cerrito, Calif.
17. Prakash, V., Powell, G. H., and Campbell, S. (1993). " DRAIN-2DX base program description and user guide-Version 1.10.. " Rep. No. UCB/SEMM-93/17 and 18, Structural Engineering Mechanics and Materials, Dept. of Civil Engineering, Univ. of California, Berkeley, Calif.
18. Sabelli, R. (2001). " Research on improving the design and analysis of earthquake-resistant steel braced frames.. " The 2000 NEHRP Professional Fellowship Report, Earthquake Engineering Research Institute, Oakland, Calif.
19. Sabelli, R. (2004). " Recommended provisions for buckling-restrained braced frames.. " Eng. J., 41 (4), 155-175.
20. Sabelli, R., and Aiken, I. (2003). " Development of building code provisions for buckling-restrained braced frames.. " Behavior of Steel Structures in Seismic Areas, Proc., 4th Int. Conf. STESSA 2003, F. Mazzolani, ed., Naples, Italy, 813-818.
21. SAC. (1997). " Suites of earthquake ground motions for analysis of steel moment frame structures.. " 〈 http://quiver.eerc.berkeley.edu: 8080/studies/system/ground_motions.html 〉.
22. Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). " Devel-opment of ground motion time histories for phase 2 of the FEMA/SAC steel project.. " SAC Background Document No. SAC/BD-97/04, SAC Joint Venture, Sacramento, Calif.
23. Tsai, K. C., Hsiao, B. C., Lai, J. W., Chen, C. H., Lin, M. L., and Weng, Y. T. (2003a). " Pseudo dynamic experimental response of a full scale CFT/BRB composite frame.. " Proc., Joint NCREE/JRC Workshop on Int. Collaboration on Earthquake Disaster Mitigation Research, Taipei, Taiwan.
24. Tsai, K. C., Loh, C. H., Hwang, Y. C., and Weng, C. S. (2003b). " Seismic retrofit of building structures with dampers in Taiwan.. " Proc., Symp. of Seismic Retrofit of Buildings and Bridges with Base Isolation and Dampers, Kyoto Univ., Kyoto, Japan.
25. Uang, C. M. (1991). " Establishing R (or Rw) and Cd factors for building seismic provisions.. " J. Struct. Eng., 117 (1), 19-28.
26. Uang, C. M., and Maarouf, A. (1994). " Deflection amplification factor for seismic design provisions.. " J. Struct. Eng., 120 (8), 2423-2436.
27. Usami, T., Kasai, A., and Kato, M. (2003). " Behavior of buckling-restrained brace members.. " Behavior of Steel Structures in Seismic Areas, Proc., 4th Int. Conf. STESSA 2003, F. Mazzolani, ed., Naples, Italy, 211-216.