Elastic Stability of Symmetrical Single-Bay Framesby D. MelVille Porter, Lectuer; Dept. of Civ. and Struct. Engrg., Univ. Coll. of South Wales and Monmouthshire, Cardiff, Wales, U.K.,
Serial Information: Journal of the Structural Division, 1970, Vol. 90, Issue 8, Pg. 1857-1860
Document Type: Journal Paper
Abstract: The method presented herein, being a development of Moment Distribution by Successive Over-Relaxation, can only be applied to symmetrical single bay frames. Such frames may be comparatively rare but their study is worthwhile because many regular multibay frames subjected to a loading of a regular pattern can be reduced to equivalent symmetrical single bay frames.
Subject Headings: Frames | Symmetry | Moment distribution | Bays | Comparative studies | Load factors | Elastic analysis |
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