John William Fisher (born February 15, 1931, in Ancell, Missouri) is a professor emeritus of civil engineering.
Biography
John W. Fisher served from 1951 to 1953 in the U.S. Army Corps of Engineers, where he attained the rank of 2nd lieutenant. After graduating with a B.S. in civil engineering from Washington University in St. Louis in 1956, he became a graduate student in civil engineering at Lehigh University, where he graduated in 1958 with an M.S. From 1958 to 1961 he worked as assistant bridge research engineer working for the National Academy of Sciences in Ottawa, Illinois[1] at the facility of the American Association of State Highway and Transportation Officials Road Test.[2] In 1961 he returned to Lehigh University as a research assistant and graduate student, graduating with a Ph.D. in 1964. He then joined the civil engineering faculty at Lehigh University as an associate professor and was promoted to full professor in 1969, retiring as professor emeritus in 2002.[1] He was Lehigh University's Joseph T. Stuart Professor of Engineering for almost twenty years. In 1986 he was the founding director of Lehigh University's Advanced Technology for Large Structural Systems (ATLSS) Center.[3][1]
Throughout his career, Fisher has focused his research on structural connections, fatigue behavior of welded components, fracture analysis of steel structures and the behavior and performance of steel bridges. He has been published in more than 250 journals, books, and magazines, including an article titled, ""High-Performance Steels for America's Bridges," published in Welding Journal. Other publications include "Construction Technologies in Japan," in the JTEC Panel Report, "Corrosion and Its Influence on Strength of Steel Bridge Members," in the Transportation Research Record and a book titled Guide to Design Criteria for Bolted and Riveted Joints.[3]
In 1999, Fisher was named by ENR Magazine, the leading journal in the construction industry, as one of the "Top 125 People" of the 125 years since ENR's founding. Of Fisher, the magazine wrote, "After helping to conduct post-mortems on nearly every major failure of a steel structure, from the Hartford Civic Center to the Mianus River Bridge, Fisher campaigned for research to advance technology and prevent failures."[3]
——; Keating, Peter B. (1989). "Distortion-induced fatigue cracking of bridge details with web gaps". Journal of Constructional Steel Research. 12 (3–4): 215–228. doi:10.1016/0143-974X(89)90056-4. ISSN0143-974X.
Pisharody, Suresh A.; ——; Abraham, Martin A. (1996). "Supercritical Water Oxidation of Solid Particulates". Industrial & Engineering Chemistry Research. 35 (12): 4471–4478. doi:10.1021/ie960269k. ISSN0888-5885.
Tsakopoulos, Paul A.; —— (2003). "Full-Scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge". Journal of Bridge Engineering. 8 (5): 323–333. doi:10.1061/(ASCE)1084-0702(2003)8:5(323). ISSN1084-0702.
Connor, Robert J.; —— (2006). "Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks". Journal of Bridge Engineering. 11 (5): 517–525. doi:10.1061/(ASCE)1084-0702(2006)11:5(517). ISSN1084-0702.
Connor, Robert J.; —— (2006). "Identifying Effective and Ineffective Retrofits for Distortion Fatigue Cracking in Steel Bridges Using Field Instrumentation". Journal of Bridge Engineering. 11 (6): 745–752. doi:10.1061/(ASCE)1084-0702(2006)11:6(745). ISSN1084-0702.
——; Barsom, John M. (2016). "Evaluation of Cracking in the Rib-to-Deck Welds of the Bronx–Whitestone Bridge". Journal of Bridge Engineering. 21 (3): 04015065. doi:10.1061/(ASCE)BE.1943-5592.0000823. ISSN1084-0702.
^ abcdefg"John W. Fisher". P.C. Rossin College of Engineering and Applied Science, Lehigh University. Archived from the original on 2021-04-11. Retrieved 2021-04-09.