Probabilistic modeling of steel moment frames with welded connections

Engineering Journal

Volumn 36, Issue 3, 1999, Pages 121-128

  Song, Jianlin ^a   Ellingwood, Bruce R ^b  

^a Applied Insurance Research   (United States)

^b Whiting School of Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); LOADS (FORCES); MATHEMATICAL MODELS; PROBABILITY; RANDOM PROCESSES; SAFETY FACTOR; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

NONLINEAR DYNAMIC ANALYSIS; PROBABILISTIC MODEL; STEEL MOMENT FRAMES; STRUCTURAL ENGINEERING; STRUCTURAL RESISTANCE; WELD FRACTURES; WELDED CONNECTIONS;

WELDED STEEL STRUCTURES;

EID: 0033316527     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (22)

1. American Institute of Steel Construction (1997), Seismic Provisions for Structural Steel Buildings, Chicago, IL.
2. American Institute of Steel Construction (1993), Load and Resistance Factor Design Specification for Structural Steel Buildings, Chicago, IL.
3. Coats, Jr., D. W. (1989), "Damping in Building Structures During Earthquakes, Test Data and Modeling," NUREGICR-3006, U.S. Nuclear Regulatory Commission, Washington, D.C.
4. Federal Emergency Management Agency (1994), NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, Building Seismic Safety Council, Vol. 1 and 2.
5. Graves, R. W., Somerville, P. G., and McLaren, J. P. (1995), "Ground Motion Time Histories of the 1994 Northridge Earthquake at Three Sites," Report prepared to NIST by Woodward-Clyde Federal Services, Pasadena, CA.
6. Gross, J. L. (1997), "A Connection Model for the Seismic Analysis of Welded Steel Moment Frames," Engineering Structures, 20, pp. 4-6, Elsevier Science Ltd.
7. Kaufmann, E. J., Fisher, J. W., Di Julio, Jr., R. M., and Gross, J. L. (1997), "Failure Analysis of Welded Steel Moment Frames Damaged in the Northridge Earthquake," NISTIR 5944, National Institute of Standards and Technology, Gaithersburg, MD.
8. Kunnath, S. K. (1995), "Enhancements to Program IDARC: Modeling Inelastic Behavior of Welded Connections in Steel Moment-Resisting Frames," NIST GCR 95-673, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD.
9. Luco, N, and Cornell, C. A. (1997), "Numerical Example of the Proposed SAC Procedure for Assessing the Annual Exceedance Probabilities of Specified Drift Demands and of Drift Capacity," SAC Report, SAC Joint Venture, Sacramento, CA.
10. O'Connor, J. M. and Ellingwood, B. R. (1987), "Reliability of Nonlinear Structures with Seismic Loading," Journal of Structural Engineering, ASCE, 113(5).
11. SAC Joint Venture (1996), "Experimental Investigations of Beam-Column Subassemblages," Report No. SAC-96-01, Part 1 and 2, Sacramento, CA.
12. Shome, N., Cornell, C. A., Bazzurro, P., and Carballo, J. E. (1997), "Earthquakes, Records and Nonlinear MDOF Responses," Report No. RMS-29, Reliability of Marine Structures Program, Stanford University, Stanford, CA.
13. Somerville, P., Graves, R., and Saikia, C. (1995), "Characterization of Ground Motions During the Northridge Earthquake of January 17, 1994," Report No. SAC-95-03, Sacramento, CA.
14. Song, J. (1998), "Seismic Reliability Evaluation of Steel Frames with Damaged Welded Connections," Ph.D. Dissertation, The Johns Hopkins University, Baltimore, MD.
15. Song, J. and Ellingwood, B. R. (1999), "Seismic Reliability of Special Moment Steel Frames with Welded Connections: I," Journal of Structural Engineering, ASCE, 125(4).
16. Song, J. and Ellingwood, B. R. (1999), "Seismic Reliability of Special Moment Steel Frames with Welded Connections: II," Journal of Structural Engineering, ASCE, 125(4).
17. Structural Engineers Association of California (1990), Recommended Lateral Force Requirements and Commentary, Seismology Committee, Sacramento, CA.
18. Uang, C. M., Yu, Q. S., Sadre, A, Bonowitz, D., and Youssef, N. (1995), "Performance of a 13-story Steel Moment-Resisting Frame Damaged in the 1994 Northridge Earthquake," Technical Report SAC 95-04. SAC Joint Venture.
19. Wang, C. H. and Wen, Y. K. (1998), "Reliability and Redundancy of Pre-Northridge Low-Rise Steel Buildings Under Seismic Excitation," Report No. UILU-ENG-99-2002, University of Illinois at Urbana-Champaign, Urbana, IL.
20. 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," Report No. SACIBD-97103, SAC Joint Venture, Sacramento, CA.
21. Xue, M, Kaufmann, E. J., Lu, L. W., and Fisher, J. W. (1998), "Fracture and Ductility of Welded Moment Connections under Dynamic Loading," Proc. Structures Congress, ASCE, XV, Vol. 1, pp. 607-613.
22. Youssef, N. F. G., Bonowitz, D., and Gross, J. L. (1995), "A Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake," Report No. NISTIR5625, National Institute of Standards and Technology, Gaithersburg, MD.