Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Elastic analysis of open frame cantilevers and girders of variable depth
Nov n 629 p 1295-7: Method generalizes "no shear" moment distribution routine for single bay, multistory building frames, with equal column stiffness in each story, and with point loading applied laterally at joints. Dec n 630 p 1411-12: Allowance for chord members meeting at point; solution of 8-panel symmetrical Vierendeel bowstring girder, by means of new method.
Elastic analysis of open frame cantilevers and girders of variable depth
Nov n 629 p 1295-7: Method generalizes "no shear" moment distribution routine for single bay, multistory building frames, with equal column stiffness in each story, and with point loading applied laterally at joints. Dec n 630 p 1411-12: Allowance for chord members meeting at point; solution of 8-panel symmetrical Vierendeel bowstring girder, by means of new method.
Elastic analysis of open frame cantilevers and girders of variable depth
Civ Eng (Lond)
Lightfoot, E. (Autor:in)
1958
Aufsatz (Zeitschrift)
Englisch
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