Response of a Rigid Frame to a Distributed Transient Load

by 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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