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Progressive Collapse Resistant Design
Publisher: American Society of Civil Engineers
Abstract: Progressive collapse is a situation in which a localized failure in a structure, caused by an abnormal load, triggers a cascade of failure affecting a major portion of the structure. Several buildings have collapsed in ...
Closure to “<i>Ashland Tank‐Collapse Investigation</i>” by John L. Gross, John L. Gross, John H. Smith, and Richard N. Wright (August, 1989, Vol. 3, No. 3)
Publisher: American Society of Civil Engineers
Ashland Tank‐Collapse Investigation
Publisher: American Society of Civil Engineers
Abstract: On January 2, 1988, a 4,000,000‐gallon‐capacity oil storage tank at the Ashland Petroleum Company Floreffe Terminal near West Elizabeth, Pennsylvania, collapsed as it was being filled to capacity for the first time since ...
Retrofit of Pre-Northridge Moment-Resisting Connections
Publisher: American Society of Civil Engineers
Abstract: An experimental program was undertaken to evaluate methods to retrofit existing steel moment connections for improved seismic performance. Six full-scale subassemblages were tested under cyclic loading. Typical pre-Northridge ...
Slab Effects in SMRF Retrofit Connection Tests
Publisher: American Society of Civil Engineers
Abstract: A series of six full-scale subassemblages were tested to investigate dogbone and haunch retrofits for pre-Northridge steel moment connections. Tests included matched pairs of specimens, one bare steel and one including ...
Behavior of Unrestrained and Restrained Bare Steel Columns Subjected to Localized Fire
Publisher: American Society of Civil Engineers
Abstract: Real fires start from localized burning and will not develop to flashover in an open space or in large open-plan compartments. Temperatures of gas and exposed steel columns in localized fires are not uniform. Current ...
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