Evaluation of 3D steel moment frames under Earthquake excitations. I: Modeling

Journal of Structural Engineering

Volumn 133, Issue 3, 2007, Pages 462-470

  Liao, Kuo Wei ^a,b   Wen, Yi Kwei ^c   Foutch, D A ^c  

^a TAMKANG UNIVERSITY   (Taiwan)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^c University of Illinois at Urbana Champaign   (United States)

Author keywords

Earthquakes; Frames; Nonlinear response; Structural dynamics; Torsion; Uncertainty principles

Indexed keywords

FINITE-ELEMENT MODEL; INCREMENTAL DYNAMIC ANALYSIS (IDA); SEISMIC LOADS; STEEL MOMENT FRAMES; STRUCTURAL DYNAMICS; UNCERTAINTY PRINCIPLES;

DIFFERENTIAL EQUATIONS; FINITE ELEMENT METHOD; HYSTERESIS; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; SEISMOLOGY; STEEL STRUCTURES;

EARTHQUAKE EFFECTS;

EID: 33847117591     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:3(462)     Document Type: Article

References (24)

1. AISC. (2002). " Seismic provisions for structural steel buildings.. " ANSI/AISC 341-02, Chicago.
2. Baber, T. T., and Noori, M. N. (1985). " Random vibration of degrading, pinching systems.. " J. Eng. Mech., 111 (8), 1010-1026.
3. Baber, T. T., and Wen, Y. K. (1981). " Random vibration hysteretic, degrading systems.. " J. Engrg. Mech. Div., 107 (6), 1069-1074.
4. FEMA. (1997). " Connection test summaries.. " Rep. No. FEMA-289, Washington, D.C.
5. FEMA. (2000a). " Recommended seismic design criteria for new steel moment-frame buildings.. " Rep. No. FEMA-350, Washington, D.C.
6. FEMA. (2000b). " State of art report on connection performance.. " Rep. No. FEMA-355D, Washington, D.C.
7. Foliente, G. C. (1995). " Hysteresis modeling of wood joints and structural systems.. " J. Struct. Eng., 121 (6), 1013-1017.
8. Hibbitt, Karlsson, and Sorensen, Inc. (HKS). (2003). ABAQUS version 6.4 Pawtucket, R.I.
9. Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1978). " Collocation, dissipation, and overshoot' for time integration schemes in structural dynamics.. " Earthquake Eng. Struct. Dyn., 6, 99-117.
10. International Conference of Building Officials (ICBO). (1998). International building code 2000, Boca Raton, Fla.
11. Kennedy, D. J. L., and Baker, K. A. (1984). " Resistance factors for steel highway bridges.. " Can. J. Civ. Eng., 11, 324-334.
12. Krawinkler, H. (2000). " State of art report on systems performance of moment resisting steel frames subject to earthquake ground shaking.. " FEMA 355c, Federal Emergency Management Agency, Washington, D.C.
13. Liao, K.-W., Wen, Y.-K., and Foutch, D. A. (2007). " Evaluation of 3D steel moment frames under earthquake excitations. II: Reliability and redundancy.. " J. Struct. Eng., 133 (3), 471-480.
14. Liu, J., and Astaneh-Asl, A. (2000). " Cyclic tests on simple connections including effects of the slab.. " SAC Background Document SAC/BD-00/03, SAC Joint Venture, Richmond, Calif.
15. Shi, S. (1997). " Evaluation of connection fracture and hysteresis type on the seismic response of steel buildings.. " Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
16. Shome, N., and Cornell, C. A. (2000). " Structural seismic demand analysis: Consideration of collapse'. " Proc., 8th Annual ASCE Specialty Conf. on Probabilistic Mechanics and Structural Reliability.
17. Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). " Development of ground motion time histories for Phase 2 of the FEMA/SAC steel project.. " Rep. No. SAC/BD-97/04, Sacramento, Calif.
18. Vamvatsikos, D., and Cornell, C. A. (2002). " Incremental dynamic analysis.. " Earthquake Eng. Struct. Dyn., 31 (3), 491-514.
19. Wang, C.-H., and Wen, Y. K. (2000a). " Evaluation of pre-Northridge low-rise steel buildings. Part I: Modeling.. " J. Struct. Eng., 126 (10), 1160-1168.
20. Wang, C.-H., and Wen, Y. K. (2000b). " Evaluation of pre-Northridge low-rise steel buildings. Part II: Reliability.. " J. Struct. Eng., 126 (10), 1169-1176.
21. Wen, Y. K. (1976). " Method for random vibration of hysteretic systems.. " J. Engrg. Mech. Div., 102 (2), 249-263.
22. Wen, Y. K., and Foutch, D. A. (1997). " Proposed statistical and reliability framework for comparing and evaluating predictive models for evaluation and design and critical issues in developing such framework.. " Rep. No. SAC/BD-97/03, FEMA/SAC Steel Project, Sacramento, Calif.
23. Yang, T.-S., and Popov., E. P. (1995). " Behavior of pre-Northridge moment resisting steel connections.. " Rep. No. UCB/EERC-95/08, Earthquake Engineering Research Center, Univ. of California, Berkeley, Berkeley, Calif.
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.