Plastic and Other Limit State Methods for Design Evaluation: Proceedings of a Session Sponsored by the ASCE Structural Division, Committee on Analysis and Design of Structures at the Structures Congress '84, San Francisco, California, October 3, 1984V. B. Watwood |
Contents
The Present Status of Application of the Plastic Concepts in Structural Design | 1 |
ComputerAutomated LimitStatesDesign of Steel Frameworks | 13 |
Limit State Analysis of Lattice Steel Transmission Towers | 27 |
Copyright | |
5 other sections not shown
Common terms and phrases
A36 steel AISC allowable stress analysis techniques angle member ANSI axial beam behavior bending braced frame buckling coefficient of variation collapse load component compression members computer program connection criteria cross section dead load deflection design loads design procedures design stage developed displacement and stress ductility earthquake elastic analysis equations exclusion limit Haaijer inelastic Institute of Steel Journal limit state analysis limit states design live load Load and Resistance load combinations load effect load factors LRFD method mechanism member sizes percent performance constraints plastic analysis plastic collapse plastic design plastic hinge plastic limit load probability of failure probability-based reliability requirements Resistance Factor Design rotation capacity sizing variables slenderness ratio stability limit load standard sections statically determinate stiffness strength factor stress design Structural Division synthesis history tower transmission line unbraced length University of Waterloo utility values vector weight optimization wind yield stress