Page 409 - Forensic Structural Engineering Handbook

11.40 MATERIAL-SPECIFIC FORENSIC ANALYSES

32. AISC, Manual of Steel Construction, LRFD, vol. 2, Connections, Chicago, IL, 1994.
33. J. W. Fisher, T. V. Galambos, G. L. Kulak, and M. K. Ravindra, “Load and Resistance Factor Design
Criteria for Connectors,” Journal of Structural Division, ASCE, vol. 104, no. ST9, September 1978.
34. G. L. Kulak, J. W. Fisher, and J. H. A. Struik, Guide to Design Criteria for Bolted and Riveted
Joints, 2d ed., Wiley, NY, 1987.
35. D. F. Lesik and D. J. L. Kennedy, “Ultimate Strength of Fillet Welded Connections Loaded
In-plane,” Canadian Journal of Civil Engineering, vol. 17, no. 1, 1990.
36. J. W. Fisher, K. H. Frank, M. A. Hirt, and B. M. McNamee, Effect of Weldments on the Fatigue
Strength of Steel Beams, National Cooperative Highway Research Program (NCHRP) Report 102,
Washington, DC, 1970.
37. P. B. Keating and J. W. Fisher, Review of Fatigue Tests and Design Criteria on Welded Details,
NCHRP Report 286, Washington, DC, 1986.
38. J. M. Barsom. and R. S. Vecchio, Fatigue of Welded Components, Welding Research Council
Bulletin 422, Welding Research Council, Inc., New York, NY, June 1997.
39. C. R. Shastry, J. T. Friel, and H. R. Townsend, Sixteen-Year Atmospheric Corrosion Performance
of Weathering Steels in Marine, Rural and Industrial Environments, ASTM, STP 965, S. W. Dean
and T. S. Lee, eds., ASTM, Philadelphia, PA, 1988, pp. 5–15.
40. R. D. Granata, J. C. Wilson, and J. W. Fisher, “Assessing Corrosion on Steel Structures Using
Corrosion Coulometer,” Journal of Infrastructure Systems, ASCE, vol. 2, no. 3, September 1996.
41. Lev Zetlin Associates, Inc., “Report of the Engineering Investigation Concerning the Causes of
the Collapse of the Hartford Coliseum Space Truss Roof on January 18, 1978 ,” New York, NY.
42. E. A. Smith and H. I. Epstein, “Hartford Coliseum Roof Collapse: Structural Collapse Sequence
and Lessons Learned,” Civil Engineering, ASCE, April 1980.
43. E. J. Kaufmann, M. Xue, L. W. Lu, and J. W. Fisher, “Achieving Ductile Behavior of Moment
Connections,” Modern Steel Construction, vol. 36, no. 1; Part II, vol. 36, no. 6, 1996.
44. E. J. Kaufmann, J. W. Fisher, R. M. DiJulio, and J. L. Gross, Failure Analysis of Welded Steel
Moment Frame Damaged in the Northridge Earthquake, NISTIR 5944, NIST, Gaithersburg , MD,
January 1997.
45. The International Institute of Welding, 550 NW Le Jeune Road, Miami, FL 33126.