A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
1958
Article (Journal)
English
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