الفهرس 
introductionOnly 14 pages are availabe for public view
 |  | from | 244 |  |  |
| | | from | 244 | | |
Abstract
An efficent technique for computer-aided opmum plastic desing of structural frames with rigid and semi-rigid connections has been proposed.
the frames are designed for the optimum cross sections and hence for optimum overall weight.
the frame stability and yield limits are the constraints of the problem