Optimal design of arch bridges by integrating genetic algorithms and the mechanism method

被引:11
作者
Peng, DM [1 ]
Fairfield, CA [1 ]
机构
[1] Napier Univ, Dept Civil & Transportat Engn, Edinburgh EH10 5DT, Midlothian, Scotland
关键词
design optimization; genetic algorithms (GAs); arch bridges;
D O I
10.1016/S0141-0296(97)00124-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Design optimization is becoming increasingly important to structural engineers. This paper presents an integrated design optimization combining the mechanism method with genetic algorithms. The former is currently one of the principal arch assessment tools adopted by the Department of Transport; the latter are powerful numerical function optimization techniques. Trials showing results from Teston Bridge, Kent and a range of other sample optimal arch designs are presented with associated algorithm efficiency data. The method is proposed as a design aid for structural engineers involved in the assessment, maintenance and repair of existing bridges, or the design of new arches. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:75 / 82
页数:8
相关论文
共 23 条
[1]   OPTIMAL SHAPE OF SHALLOW CIRCULAR ARCHES AGAINST SNAP-BUCKLING [J].
AMAZIGO, JC .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1978, 45 (03) :591-594
[2]   FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES USING TAPERED ELEMENTS [J].
CHOO, BS ;
COUTIE, MG ;
GONG, NG .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1991, 91 :755-770
[3]   A FAST INCREMENTAL-ITERATIVE SOLUTION PROCEDURE THAT HANDLES SNAP-THROUGH [J].
CRISFIELD, MA .
COMPUTERS & STRUCTURES, 1981, 13 (1-3) :55-62
[4]  
CRISFIELD MA, 1985, P 2 INT C CIV STRUCT, P213
[5]  
CRISFIELD MA, 1984, 1115 TRL LAB
[6]  
Das B., 1983, Advanced Soil Mechanics, DOI [10.1201/9781351215183, DOI 10.1201/9781351215183]
[7]  
De Jong K. A., 1975, ANAL BEHAV CLASS GEN
[8]   OPTIMAL FORM OF ARCHES [J].
FARSHAD, M .
JOURNAL OF THE FRANKLIN INSTITUTE-ENGINEERING AND APPLIED MATHEMATICS, 1976, 302 (02) :187-194
[9]  
Goldberg D.E., 1989, GENETIC ALGORITHMS S
[10]   THE ESTIMATION OF THE STRENGTH OF MASONRY ARCHES [J].
HEYMAN, J .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (DEC) :921-937