Least-cost design of singly and doubly reinforced concrete beam using genetic algorithm optimized artificial neural network based on Levenberg-Marquardt and quasi-Newton backpropagation learning techniques

被引:10
作者
Saini, Babita [1 ]
Sehgal, V. K.
Gambhir, M. L.
机构
[1] Natl Inst Technol, Dept Civil Engn, Kurukshetra 136119, Haryana, India
[2] Thapar Inst Engn & Technol, Patiala, Punjab, India
关键词
reinforced concrete; cost optimization; beam design; artificial neural network; genetic algorithms;
D O I
10.1007/s00158-006-0081-3
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this work, least-cost design of singly and doubly reinforced beams with uniformly distributed and concentrated load was done by incorporating actual self-weight of beam, parabolic stress block, moment-equilibrium and serviceability constraint besides other constraints. Also, this design expertise was incorporated into a genetically optimized artificial neural network based on steepest descent, Levenberg-Marquardt, and quasi-Newton backpropagation learning techniques. The initial solution for the optimization procedure was obtained using limit state design as per IS: 456-2000.
引用
收藏
页码:243 / 260
页数:18
相关论文
共 30 条
[1]  
Adamson R. H., 1994, Microcirculation (New York), V1, P251, DOI 10.3109/10739689409146752
[2]   MINIMUM-COST DESIGN OF RC BEAMS USING DCOC .2. BEAMS WITH UNIFORM CROSS-SECTIONS [J].
ADAMU, A ;
KARIHALOO, BL .
STRUCTURAL OPTIMIZATION, 1994, 7 (04) :252-259
[3]   MINIMUM-COST DESIGN OF REINFORCED-CONCRETE BEAMS USING CONTINUUM-TYPE OPTIMALITY CRITERIA [J].
ADAMU, A ;
KARIHALOO, BL ;
ROZVANY, GIN .
STRUCTURAL OPTIMIZATION, 1994, 7 (1-2) :91-102
[4]  
ALSALLOUM YA, 1994, ACI STRUCT J, V91, P647
[5]   COST OPTIMUM DESIGN OF DOUBLY REINFORCED-CONCRETE BEAMS [J].
BALAGURU, PN .
BUILDING AND ENVIRONMENT, 1980, 15 (04) :219-222
[6]   1ST-ORDER AND 2ND-ORDER METHODS FOR LEARNING - BETWEEN STEEPEST DESCENT AND NEWTON METHOD [J].
BATTITI, R .
NEURAL COMPUTATION, 1992, 4 (02) :141-166
[7]  
BATTITI R, 1990, INTERNATIONAL NEURAL NETWORK CONFERENCE, VOLS 1 AND 2, P757
[8]   LEARNING WITH 1ST, 2ND, AND NO DERIVATIVES - A CASE-STUDY IN HIGH-ENERGY PHYSICS [J].
BATTITI, R ;
TECCHIOLLI, G .
NEUROCOMPUTING, 1994, 6 (02) :181-206
[9]  
Bureau of Indian Standards, 2000, IS4562000
[10]   Sensitivity analysis and optimum design curves for the minimum cost design of singly and doubly reinforced concrete beams [J].
Ceranic, B ;
Fryer, C .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2000, 20 (04) :260-268