W. Gene Corley
Dr. W. Gene Corley, P.E. was an American structural engineer and "preeminent expert on building collapse investigations and building codes." Corley was the Senior Vice President of CTLGroup from 1987 to 2013, where he led structural engineering projects, including numerous evaluations of buildings and structures damaged by earthquake, explosions, and from terrorist attacks. He led the investigation of structural performance of the Murrah Building following the Oklahoma City bombing in 1995, and the World Trade Center Building Performance Study in 2001–2002 following the September 11 attacks. He died on March 1, 2013. He was 77.
Background
Corley was educated at the University of Illinois at Urbana-Champaign, earning a B.S. in Civil Engineering in 1958, and a Ph.D. in Structural Engineering in 1961. He was a licensed as a Structural Engineer in Illinois. He was also a Registered Civil Engineer and Registered Professional Engineer in numerous other states. He was a frequent seminar speaker at his alma mater on topics ranging from structural failure investigations to professional licensure. In 1970, he shared the American Concrete Institute's Wason Medal for Materials Research with Neil M. Hawkins for their article, "Shearhead Reinforcement Slabs."From 1987 to 2013, Corley was the Senior Vice President of CTLGroup where he led structural engineering projects and investigations of structural failure.
Consulting
Oklahoma City bombing
Corley led the Building Performance Assessment Team, which conducted an investigation of the structural performance of the Alfred P. Murrah Federal Building in Oklahoma City, following the bombing there in 1995. The BPAT was established three weeks after the bombing, which involved the American Society of Civil Engineers, as well as representatives from the Federal Emergency Management Agency, the United States Army Corps of Engineers, the General Services Administration, and the National Institute of Standards and Technology. They found that the Murrah Building could have performed much better, if it had been constructed to standards used in earthquake-prone areas, with special reinforcing of key columns. The way the building was designed made it vulnerable to "a chain reaction of successive failures." Nonetheless, they pointed out that the Murrah Building met all government requirements that were in place, at the time the building was constructed in 1974.Corley explained about the design of the Murrah Building, "if a critical element fails, it may start a chain reaction of successive failures that collapses the whole building. "A majority of the fatalities were caused not by the force of the bomb blast itself, but by the progressive collapse of the building's floors which depended on the support of a few key columns that the bomb destroyed."
Findings and recommendations from the BPAT investigation were released in a report in November 1995. The findings led to revised security, building design, and blast protection requirements for new federal government buildings.