Response of a Rigid Frame to a Distributed Transient Load

by R.C. DeHart,


Serial Information: 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: Transient loads | Steel structures | Rigid frames | Load distribution | Load factors | Continuous structures | Steel frames | Strength of materials

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