The instability of braced frames was studied by geometric and material nonlinear analysis accounting for residual stresses, initial sway imperfection and member initial bow. The change of buckling mode with increasing of bracing stiffness was analyzed and the relationship between the ultimate load c
β¦ LIBER β¦
Coupled modes of elastic buckling
β Scribed by A.H. Chilver
- Publisher
- Elsevier Science
- Year
- 1967
- Tongue
- English
- Weight
- 760 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0022-5096
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