Response of a Rigid Frame to a Distributed Transient Loadby R.C. DeHart,
Serial Information: Journal of the Structural Division, 1956, Vol. 82, Issue 5, Pg. 1-23
Document Type: Journal Paper
Abstract: Structure studied from standpoint that it is continuous system having distributed mass; time dependent relations for deflection and moment developed and these quantities computed; in structure under consideration frame material is steel and walls have strength such that they do not fail under applied load.
Subject Headings: Steel structures | Transient loads | Continuous structures | Steel frames | Strength of materials | Load distribution | Time dependence | Structural deflection |
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