DISCUSSIONS AND CLOSURES
Nov 1, 2001
Engineering Process Failure—Hyatt Walkway Collapse
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VIEW THE ORIGINAL ARTICLEAuthors: Terrence F. Paret, Piotr D. Moncarz, and Robert K. TaylorAuthor Affiliations
Publication: Journal of Performance of Constructed Facilities
Volume 15, Issue 4
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References
1.
Paret, T. F. (2000a). “The W1 issue. I: The extent of weld fracturing during the Northridge EQ.”J. Struct. Engrg., ASCE, 126(1), 10–18.
2.
Paret, T. F. (2000b). “The W1 issue. II: UT reliability for inspection of T-joints with backing.”J. Struct. Engrg., ASCE, 126(1), 19–23.
3.
SAC Joint Venture. ( 1999). “Interim guidelines advisory no. 2, supplement to FEMA-267: evaluation, repair, modification and design of welded steel moment frame structures.” Program to Reduce the Earthquake Hazards of Steel Moment Frame Structures: FEMA-267B, Rep. No. SAC-99-01, Federal Emergency Management Agency, Washington, D.C.
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Published online: Nov 1, 2001
Published in print: Nov 2001
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Authors
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Terrence F. Paret
Piotr D. Moncarz
Robert K. Taylor
Sr. Consultant, Wiss, Janney, Elstner Assoc., Inc., 2200 Powell St., Ste. 925, Emeryville, CA. E-mail: [email protected]
Corporate Vice Pres. and Prin. Engr., Exponent Failure Analysis Assoc., 149 Commonwealth Dr., Menlo Park, CA 94025. E-mail: [email protected]
Pres., Des. Res. Engrg., Novi, MI 43875. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.