Deflection Stability of Frames Under Repeated Loadsby E.P. Popov,
Serial Information: Journal of the Engineering Mechanics Division, 1960, Vol. 86, Issue 1, Pg. 61-78
Document Type: Journal Paper
Experimental results in behavior of three portal-type structural steel rigid frames; one such frame was subjected to proportional loading, another, to repeated lateral loading causing alternating plasticity in one of members, and third to repeated lateral loading causing incremental collapse of frame; normally employed procedures for determining critical loads, based on simple plastic theory, were found conservative.
Subject Headings: Repeated loads | Lateral loads | Load factors | Displacement (mechanics) | Failure loads | Frames | Critical loads | Steel frames | Rigid frames | Structural behavior | Steel structures
Services: Buy this book/Buy this article
Return to search