A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Optimal Plastic Design of Imperfect Frame Structures
Abstract The sensitivity of optimal plastic (limit or shakedown) design with respect to geometric imperfections and post-critical deformations is discussed. It is shown that the concept of optimal plastic design should be modified to provide a proper safety factor against collapse for specified range of imperfections and configuration changes. The optimal design of frame structures is analyzed in detail.
Optimal Plastic Design of Imperfect Frame Structures
Abstract The sensitivity of optimal plastic (limit or shakedown) design with respect to geometric imperfections and post-critical deformations is discussed. It is shown that the concept of optimal plastic design should be modified to provide a proper safety factor against collapse for specified range of imperfections and configuration changes. The optimal design of frame structures is analyzed in detail.
Optimal Plastic Design of Imperfect Frame Structures
Siemaszko, A. (author) / Mróz, Z. (author)
1991-01-01
18 pages
Article/Chapter (Book)
Electronic Resource
English
Optimal design of nonlinear viscous dampers for frame structures
| British Library Online Contents | 2017