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
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: Transient loads | Load factors | Rigid frames | Load distribution | Steel structures | Continuous structures | Strength of materials | Steel frames | Structural deflection | Construction materials | Moment distribution | Time dependence
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