Genetic algorithm optimization of composite and steel endplate semi-rigid joints

被引:18
作者
Ramires, Fernando Busato [2 ]
Lopes de Andrade, Sebastiao Arthur [2 ]
Goncalves da Silva Vellasco, Pedro Colmar [1 ]
Ornelas de Lima, Luciano Rodrigues [1 ]
机构
[1] Univ Estado Rio De Janeiro, UERJ, Dept Struct Engn, BR-20550900 Rio De Janeiro, RJ, Brazil
[2] Pontificia Univ Catolica Rio de Janeiro, Dept Civil Engn, Puc Rio, Brazil
关键词
Steel structures; Composite and steel semi-rigid joints; Composite construction; Genetic algorithms; Structural optimization; BEAM;
D O I
10.1016/j.engstruct.2012.05.051
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main goal of this paper is to describe a process developed to reduce the cost of composite and steel semi-rigid endplate joints. The developed process is based on an adequate selection of the most significant variables that controls the joints structural performance to obtain effective cost solutions. This procedure was based on the use of a genetic algorithms producing trustable results in terms of economy and efficiency, with a reduced computational effort. Four set of examples involving flush and extended endplate joints are presented to illustrate the developed optimization procedure. These joints were initially considered to be made only with steel members. In a subsequent phase equivalent composite joints were also considered to enable a direct comparison of the these alternative typologies. The global costs associated to the adopted joints were evaluated taking into account parameters like: endplate dimensions, number of adopted bolts, bolt diameter among others. The performed examples validated and proved the viability of using CA to optimize composite and steel semi-rigid joints. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:177 / 191
页数:15
相关论文
共 35 条
[1]  
Ahmed B, 1996, PREDICTION INITIAL S
[2]  
[Anonymous], 2005, EN199311 EUR COMM ST
[3]  
[Anonymous], 1999, EV 4 0 GEN OPT ADD I
[4]  
[Anonymous], 1991, PhD thesis
[5]  
[Anonymous], 1998, Genetic programming: an introduction: on the automatic evolution of computer programs and its applications
[6]  
[Anonymous], 2002, EN1994 EUR COM STAND
[7]  
[Anonymous], 2003, Genetic programming IV: routine human-competitive machine intelligence
[8]   Empirical modelling of shear strength of RC deep beams by genetic programming [J].
Ashour, AF ;
Alvarez, LF ;
Toropov, VV .
COMPUTERS & STRUCTURES, 2003, 81 (05) :331-338
[9]   INITIAL STIFFNESS OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS [J].
AZIZINAMINI, A ;
BRADBURN, JH ;
RADZIMINSKI, JB .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1987, 8 :71-90
[10]   STATIC AND CYCLIC PERFORMANCE OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS [J].
AZIZINAMINI, A ;
RADZIMINSKI, JB .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (12) :2979-2999