Analysis of Frames with Nonlinear Behavior

by Alfredo Hua-Sing Ang,

Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 1, Pg. 823-845

Document Type: Journal Paper

Discussion: Wilson Edward L. (See full record)
Closure: (See full record)

Abstract: Analysis of frames and of members and connections subjected to lateral deformations; relationships needed for analysis of mild steel frames including strain hardening are derived for use with any structural wide flange sections with error of less than plus or minus 3% in resisting moments; two examples illustrate applications of method.

Subject Headings: Steel frames | Structural analysis | Connections (structural) | Deformation (mechanics) | Structural steel | Strain | Steel structures | Flanges |

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