论文信息 - Optimized Design of Partially and Fully-Restrained Steel Frames Using Distributed Plasticity - 字舞流文

Optimized Design of Partially and Fully-Restrained Steel Frames Using Distributed Plasticity

Christopher M. Foley | Daniel Schinler

[1] Seung-Eock Kim,et al. Practical Advanced Analysis for Unbraced Steel Frame Design , 1996 .

[2] Shahram Pezeshk,et al. Optimized Design of Two-Dimensional Structures Using a Genetic Algorithm , 1998 .

[3] Donald W. White,et al. Plastic-Hinge methods for advanced analysis of steel frames , 1993 .

[4] Hojjat Adeli,et al. Distributed Genetic Algorithm for Structural Optimization , 1995 .

[5] Shahram Pezeshk,et al. Design of Nonlinear Framed Structures Using Genetic Optimization , 2000 .

[6] Reidar Bjorhovde,et al. Classification System for Beam‐to‐Column Connections , 1990 .

[7] Donald W. White,et al. Limit states design of semi-rigid frames using advanced analysis: Part 2: Analysis and design , 1993 .

[8] B Ellingwood. SERVICEABILITY GUIDELINES FOR STEEL STRUCTURES , 1989 .

[9] Theodore V. Galambos,et al. The Bending Resistance of Steel Beams , 1978 .