Seismic evaluation of steel moment frame buildings designed using different R-values

Journal of Structural Engineering

Volumn 132, Issue 9, 2006, Pages 1461-1472

  Lee, Kihak ^a   Foutch, Douglas A ^b  

^a Sejong University   (South Korea)

^b United States of America   (United States)

Author keywords

Connections; Earthquake engineering; Seismic effects; Steel frames; Steel structures; Structural design

Indexed keywords

ACCELERATION; BUILDING CODES; PROBABILITY; SEISMIC PROSPECTING; STEEL STRUCTURES; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

CONNECTIONS; EARTHQUAKE ENGINEERING; SEISMIC DESIGN CODES; SEISMIC EFFECTS;

BUILDINGS;

EID: 33747363701     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(2006)132:9(1461)     Document Type: Article

References (24)

1. ASCE. (2003). "Minimum design loads for buildings and other structures." ASCE 7-02, Reston, Va.
2. Applied Technology Council (ATC). (1978). "Tentative recommendations for the development of seismic regulations for buildings." Rep. ATC3-06, Redwood City, Calif.
3. Applied Technology Council (ATC). (1995). "A critical review of current approaches to earthquake-resistant design." Rep. ATC-34, Redwood City, Calif.
4. Cornell, A. C., Jalayer, F., Hamburger, R. O., and Foutch, D. A. (2002). "Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines." J. Struct. Eng., 128(4), 526-533.
5. FEMA. (1995). "Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures." Rep. FEMA-267, Washington, D.C.
6. FEMA. (2000). "2000 Edition: NEHRP recommended provisions for seismic regulations for new buildings and other structures. II: Commentary." FEMA 369, Washington, D.C.
7. Foutch, D. A. (2000). "State of the art report on performance prediction and evaluation of steel moment-frame buildings." SAC Rep. No. FEMA 355F, Prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
8. Foutch, D. A., and Shi, S. (1998). "Effects of hysteresis types on the seismic effects of buildings." Proc., 6th U.S. National Conf. on Earthquake Engineering, Seattle, Earthquake Engineering Research Institute, Oakland, Calif.
9. Foutch, D. A., and Yun, S.-Y. (2002). "Modeling of steel moment frames for seismic loads." J. Constr. Steel Res., 58, 529-564.
10. Gupta, A., and Krawinkler, H. (2000). "Dynamic P-delta effects for flexible inelastic steel structures." J. Struct. Eng., 126(1), 145-154.
11. Hamburger, R. O., Foutch, D. A., and Cornell, C. A. (2003). "Translating research to practice: FEMA/SAC performance-based design procedures." Earthquake Spectra, 19(2), 357-379.
12. International Building Code (IBC). (2000). International Code Council, Falls Church, Va.
13. Jalayer, F., and Cornell, C. A. (1998). "Development of a probability-based demand and capacity factor design seismic format." SAC background document, SAC Joint Venture, Richmond, Calif.
14. Krawinkler, H., and Mohasseb, S. (1987). "Effects of panel zone deformations on seismic response." J. Constr. Steel Res., 8, 233-250.
15. Lee, K., and Foutch, D. A. (2002). "Performance evaluation of new steel frame buildings for seismic loads." Earthquake Eng. Struct. Dyn., 31(3), 653-670.
16. Miranda, E., and Bertero, V. V. (1994). "Evaluation of strength reduction factors for earthquake-resistant design." Earthquake Spectra, 10(2), 357-379.
17. Prakash, V., Powell, G. H., and Campbell, S. (1993). DRAIN-2DX, element description and user guide, Univ. California, Berkeley, Calif.
18. Roeder, C. W. (2000). "State of art report on connection performance." SAC Rep. No. FEMA 355D, Prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
19. Shi, S., and Foutch, D. A. (1997). "Connection element (Type 10) for Drain-2DX." Civil Eng. Rep., Univ. of Illinois at Urbana-Champaign, Urbana, 111.
20. Shome, N., and Cornell, C. A. (1999). "Probabilistic seismic demand analysis of nonlinear structures." Rep. RMS-35, Stanford Univ., Stanford, Calif.
21. Somerville, P., Smith, N., Puntamurthula, S., and Sun, J. (1997). "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project." SAC background document SAC/BD-97/04, SAC Joint Venture, Richmond, Calif.
22. Structural Engineers Association of California (SEAOC). (1959). "Recommended lateral force requirements and commentary." Seismology Committee, Sacramento, Calif.
23. Vamvatsikos, D., and Cornell, C. A. (2002). "Incremental dynamic analysis." Earthquake Eng. Struct. Dyn., 31(3), 491-514.
24. Yun, S.-Y., Hamburger, R. O., Cornell, C. A., and Foutch, D. A. (2002). "Seismic performance evaluation for steel moment frames." J. Struct. Eng., 128(4), 534-545.