oa Civil Engineering = Siviele Ingenieurswese - A consistent mixed approach to computer analysis of frames

Volume 30, Issue 7
  • ISSN : 1021-2000



The flexibility or force method of analysis of structural frames is complicated by the choice of appropriate unknowns. A mixed approach is presented in which member-end moments and sway deflections are adopted as unknowns, thereby providing uniformity of approach for computer analysis.

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