Approximate analysis of asymmetric wall-frame structures
β Scribed by A. Rutenberg; A.C. Heidebrecht
- Publisher
- Elsevier Science
- Year
- 1975
- Weight
- 628 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0007-3628
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Applyhlg the shear-cantilever concept to describe the dΒ’fleetion-load relationship of the fi'ames, buckling and~'ee vibrations of shear-wall-/)'ame structures are investigated. Both the plane and the torsional problem are dealt with. Simple .formulae are derit, ed for the buckling loads and Ji'ee-t
The purpose of this work is to present an efficient method for optimum design of frame structures, using approximation concepts. A dual strategy in which the design variables can be considered as discrete variables is used. A two-level approximation concept is used. In the first level, all the struc