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Stability of Timber Portal Frames and Arch Frames
The stability of timber portal frames and arch frames with respect to twist-bend buckling (lateral torsional buckling) was studied with the aid of a finite element program. Frames of rectangular cross-section, resiliently supported by bracings elsewhere in the structure, were investigated.
Stability of Timber Portal Frames and Arch Frames
The stability of timber portal frames and arch frames with respect to twist-bend buckling (lateral torsional buckling) was studied with the aid of a finite element program. Frames of rectangular cross-section, resiliently supported by bracings elsewhere in the structure, were investigated.
Stability of Timber Portal Frames and Arch Frames
G. M. van Erp (author)
1985
58 pages
Report
No indication
English
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