Seismic performance and design of bolted steel moment-resisting frames

Engineering Journal

Volumn 36, Issue 3, 1999, Pages 105-120

  Astaneh Asl, Abolhassan ^a  

^a Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTED JOINTS; DUCTILITY; EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; WELDED STEEL STRUCTURES;

BOLTED STEEL MOMENT RESISTING FRAMES; CYCLIC TESTS; DESIGN EQUATIONS; FAILURE MODE HIERARCHY; SEISMIC DESIGN; WELDED MOMENT FRAMES;

STEEL STRUCTURES;

EID: 0033336242     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (40)

1. Architectural Institute of Japan (1995), "Reconnaissance Report on Damage to Steel Building Structures Observed from the 1995 Hyogoken-Nanbu (Hanshin/Awaji) Earthquake," May.
2. American Institute of Steel Construction (1994), Load and Resistance Factor Design Manual of Steel Construction, Volume 1 and 2, 2nd Ed., Chicago, IL.
3. American Institute of Steel Construction (1994-present), Modern Steel Construction, Chicago, IL.
4. American Institute of Steel Construction (1997), Seismic Provisions for Structural Steel Buildings, Chicago, IL.
5. Astaneh-Asl, A. (1986), "A Report on the Behavior of Steel Structures During September 19, 1985 Earthquake of Mexico," Proceedings; Annual Technical Session of Structural Stability Research Council, April.
6. Astaneh-Asl, A. (1988), "Use of Steel Semi-rigid Connections to Improve Seismic Response of Precast Concrete Structures," Proceedings; Precast Seismic Structural Workshop, Editor, N. Priestly, Univ. of California in San Diego, San Diego, CA, November.
7. Astaneh-Asl, A. (1989a), "Demand and Supply of Ductility in Steel Shear Connections," Journal of Constructional Steel Research, Vol. 14, No. 1.
8. Astaneh-Asl, A. (1989b), "New Concepts in Design of Single Plate Shear Connections," Proceedings; National Steel Construction Conference, AISC, Nashville, TN, June.
9. Astaneh-Asl, A. (1995), "Seismic Design of Bolted Steel Moment-Resisting Frames," Steel Tips, Structural Steel Educational Council, Moraga, CA.
10. Astaneh-Asl, A. (1997), "Seismic Design of Steel ColumnTree Moment-Resisting Frames," Steel Tips, Structural Steel Educational Council, Moraga, CA.
11. Astaneh-Asl, A. (1999), "Seismic Behavior and Design of Gusset Plates in Steel Braced Frames," Steel Tips, Structural Steel Educational Council, Moraga, CA.
12. Astaneh-Asl, A., Call, S. M. (1989), and McMullin, K. M., "Design of Single Plate Shear Connections," Engineering Journal AISC, Vol. 26, No. 1.
13. Astaneh-Asl, A., Goel, S. C., and Hanson, R. D. (1985), "Cyclic Out-of-Plane Buckling Of Double Angle Bracing," Journal of Structural Engineering, ASCE, 111(5), pp. 1135-1153.
14. Astaneh-Asl, A., McMullin, K. M. and Call, S. M. (1988), "Design of Single Plate Framing Connections," Report No. UCB/SEMM-88/12, Department of Civil Engineering, University of California at Berkeley, Berkley, CA, July.
15. Astaneh-Asl, A., and Nader, M. N. (1989), "Cyclic Behavior of Double Angle Connections," Journal of Structural Engineering, ASCE, Vol. 115, No. 5.
16. Astaneh-Asl, A., and Nader, M. N. (1990),"Experimental Studies and Design of Steel Tee Shear Connections," Journal of Structural Engineering, ASCE, Vol. 116, No. 10, October.
17. Astaneh-Asl, A., Nader, M. N. and Malik, L. (1989), "Cyclic Behavior of Double Angle Connections," Journal of Structural Engineering, ASCE, Vol. 115, No. 5.
18. Astaneh-Asl, A., Shen, J. H., D'Amore (1998), "Stability of Damaged Steel Moment Frames in Los Angeles," Journal Of Engineering Structures, Elsevier Sciences Ltd., Vol. 20, No. 4-6, April-June.
19. Basha, H. S. and Goel, S. C. (1994), "Seismic Resistant Truss Moment Frames with Ductile Vierendeel Segment." Research Report UMCEE 94-29, Dept. of Civil Engineering, University of Michigan, Ann Arbor, MI. October.
20. Englekirk, R. (1994), Steel Structures, Controlling Behavior Through Design, John Wiley and Sons Inc.
21. EQE (1995), "The January 17, 1995 Kobe Earthquake, An EQE Summary Report."
22. Guh, T. J., Astaneh, A., Harriott, J. and Youssef, N. (1991), "A Comparative Study of the Seismic Performance of Steel Structures with Semi-Rigid Joints," Proceedings; ASCE-Structures Congress, pp. 271-274, Indianapolis, IN, April 29-May 1.
23. Harriott, J. D., and Astaneh-Asl, A. (1990), "Cyclic Behavior of Steel Top-and-Bottom Plate Moment Connections," Report No. UCB/EERC-90/19, University of California at Berkeley, Berkeley, CA.
24. International Conference of Building Officials (1997). "The Uniform Building Code," Volume 2, Whittier, CA.
25. Kasai, K., Hodgson, I. And Bleiman, D. (1998), "Rigid-Bolted Repair Method for Damaged Moment Connections." Journal of Engineering Structures, Elsevier Sciences Ltd., Vol. 20, No. 4-6, April-June.
26. Kulak, G. L., Fisher, J. W., and Struik, J. H. A. (1987), Guide to Design Criteria for Bolted and Riveted Joints, John Wiley and Sons, 2nd Ed., New York, NY.
27. Liu, J. and Astaneh-Asl, A. (1999), "Cyclic Tests of Steel Shear Connections with Slab Effects," Report No. UCB/CEE-Steel/99-01, Department of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, CA (in progress).
28. Martinez-Romero, E. (1988), "Observations on the Seismic Behavior of Steel Connections After the Mexico Earthquakes of 1985," Connections in Steel Structures, Elsevier Applied Science.
29. McMullin, K., Astaneh-Asl, A., Fenves, G. and Fukuzawa, E. (1993), "Innovative Semi-Rigid Steel Frames for Control of the Seismic Response of Buildings," Report No. UCB/CE-Steel-93/02, Department of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, CA.
30. Nader, M. N. and Astaneh-Asl, A. (1989), "Experimental Studies of a Single Story Steel Structure with Fixed, Semi-Rigid and Flexible Connections," Report No. EERC/89-15, University of California at Berkeley, Berkeley, CA, August.
31. Nader, M. N. and Astaneh-Asl, A. (1992), "Seismic Behavior and Design of Semi-rigid Steel Frames," Report No. EERC/92-06, University of California at Berkeley, Berkeley, CA, April.
32. Pinkney, R. B. and Popov, E. P. (1967), "Behavior of Steel Building Connections Subjected to Repeated Inelastic Strain Reversal-Experimental Data," Report No. UCB/SEMM 67-31, Department of Civil Engineering, University of California at Berkeley, Berkeley, CA.
33. Popov, E. P., and Bertero, V. V. (1973), "Cyclic Loading of Steel Beams and Connections," Journal of Structural Division, ASCE, Vol. 99, No. 6.
34. Popov, E. P., Kasai, K. and Englehardt, M. (1993), "Some Unresolved Issues in Seismic Codes," Proceedings; Structures Congress, ASCE, Irvine, CA, April.
35. Popov, E. P. and Stephen, R. M. (1972), "Cyclic Loading of Full-Size Steel Connections," Bulletin No. 21, AISI, New York, NY.
36. SAC (1994), "Invitational Workshop on Steel Seismic Issues," Proceedings; Workshop by SAC Joint Venture, Los Angeles, CA, September.
37. SAC (1997), "Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame System Behavior," Report FEMA-288, Federal Emergency Management Agency, March.
38. Saul, E. and Denevi, D. (1981), The Great San Francisco Earthquake and Fire, 1906, Celestial Arts, Millbrae, California.
39. Tipping, S. A. and Associates (1995), "Non-Linear Analysis of an Alternately Configured Rigid Frame," Internal Report, Steve Tipping and Associates, Berkeley, CA.
40. Youssef, N. F. G., Bonowitz, D. and Gross, John L. (1994), "A Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake," Report No. NISTIR 5625, National Institute of Standards and Technology, Washington D.C., April.