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"Stabbogen" arch is loaded through "wire-hangars", assumed to be simple tension members with comparatively small flexural rigidity; hangars are connected to rigid chord at their lower ends, and thus become inclined when arch rib deflects laterally; design of arch, considering effect of lateral wind load and other initial lateral eccentricities; description of testing bench, experimental procedure, and results.
"Stabbogen" arch is loaded through "wire-hangars", assumed to be simple tension members with comparatively small flexural rigidity; hangars are connected to rigid chord at their lower ends, and thus become inclined when arch rib deflects laterally; design of arch, considering effect of lateral wind load and other initial lateral eccentricities; description of testing bench, experimental procedure, and results.
Design of unbraced stabbogen arch
Structural Engr
Kee, C.F. (author)
Structural Engineer ; 37
1959
6 pages
Article (Journal)
English
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