Geometric Design Optimization for Dynamic Response Problems of Continuous Reinforced Concrete Beams

AbstractThis paper presents a computer-aided design method for conceptual geometric layout optimization of multispan RC beams for any type of dynamic responses. A key feature of the paper is the development of a new cost-optimization method for geometric layout problems that take both cost parameter...

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Published inJournal of computing in civil engineering Vol. 28; no. 2; pp. 202 - 209
Main Authors Sharafi, P, Hadi, M. N. S, Teh, Lip H
Format Journal Article
LanguageEnglish
Published American Society of Civil Engineers 01.03.2014
Subjects
Technical Papers
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ISSN0887-3801
1943-5487
DOI10.1061/(ASCE)CP.1943-5487.0000263

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Abstract AbstractThis paper presents a computer-aided design method for conceptual geometric layout optimization of multispan RC beams for any type of dynamic responses. A key feature of the paper is the development of a new cost-optimization method for geometric layout problems that take both cost parameters and dynamic responses into account to achieve an optimum design along with acceptable dynamic performance of RC beams. This method takes advantage of employing a new optimization formulation that considerably simplifies the preliminary layout design computations. It focuses on minimizing the structural cost subject to constraints on eigenfrequencies, modal shapes, and the static and dynamic equilibrium. The proposed structural optimization problem is solved employing an ant colony optimization (ACO) algorithm. To verify the suitability of the methodology and illustrate the performance of the algorithm, solved examples are presented.
AbstractList AbstractThis paper presents a computer-aided design method for conceptual geometric layout optimization of multispan RC beams for any type of dynamic responses. A key feature of the paper is the development of a new cost-optimization method for geometric layout problems that take both cost parameters and dynamic responses into account to achieve an optimum design along with acceptable dynamic performance of RC beams. This method takes advantage of employing a new optimization formulation that considerably simplifies the preliminary layout design computations. It focuses on minimizing the structural cost subject to constraints on eigenfrequencies, modal shapes, and the static and dynamic equilibrium. The proposed structural optimization problem is solved employing an ant colony optimization (ACO) algorithm. To verify the suitability of the methodology and illustrate the performance of the algorithm, solved examples are presented.
Author Teh, Lip H
Hadi, M. N. S
Sharafi, P
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