Genetic Algorithm Based Optimal Structural Design Method for Cost and CO2 Emissions of Reinforced Concrete Frames

Min-Seok Lee; Kappyo Hong; Se-Woon Choi

doi:10.7734/COSEIK.2016.29.5.429

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2016 Vol.29, Issue 5 Preview Page Next Page

Genetic Algorithm Based Optimal Structural Design Method for Cost and CO₂ Emissions of Reinforced Concrete Frames 철근콘크리트 모멘트골조의 비용 및 이산화탄소 배출량을 고려한 유전자알고리즘 기반 구조최적화기법

2016. pp. 429-436

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Abstract

In this study, the genetic algorithm based optimal structural design method is proposed. The objective functions are to minimize the cost and CO₂ emissions, simultaneously. The cost and CO₂ emissions are calculated based on the cross-sectional dimensions, length, material strength, and reinforcement ratio of beam and column members. Thus, the cost and CO₂ emissions are evaluated by using the amounts of concrete and reinforcement used to construct a building. In this study, the cost and CO₂ emissions calculated at the phases of material transportation, construction, and building operation are excluded. The constraint conditions on the strength of beam and column members and the inter-story drift ratio are considered. The linear static analysis by using OpenSees is automatically conducted in the proposed method. The genetic algorithm is employed to solve the formulated problem. The proposed method is validated by applying it to the 4-story reinforced concrete moment frame example.

Keywords

cost

CO₂ emissions

reinforced concrete moment frame

genetic algorithm

본 연구에서는 철근콘크리트 건물에 대한 유전자 알고리즘 기반의 최적구조설계기법을 제시하고자 한다. 목적함수는 구조 물의 비용과 이산화탄소 배출량을 동시에 각각 최소화하는 것이다. 비용 및 인산화탄소 배출량은 구조설계안에서 얻을 수 있는 단면치수, 부재길이, 재료강도, 철근량 등과 같은 설계정보를 통해 계산한다. 즉, 구조물의 물량을 기초로 하여 비용과 이산화탄소 배출량을 평가한다. 재료의 운반, 시공 및 건물 운영 단계에서 발생하는 비용 및 이산화탄소 배출량은 본 연구에 서 제외한다. 제약조건은 철근콘크리트 건물을 구성하는 기둥과 보 부재의 강도조건과 층간변위조건이 고려된다. 제약조건 을 평가하기 위해 OpenSees를 활용한 선형정적해석이 수행된다. 제약조건을 만족시키면서 목적함수에 대해 최소의 값을 제 시하는 설계안을 찾기 위해 유전자 알고리즘이 사용된다. 제시한 알고리즘의 적용성을 검증하기 위해 4층 철근콘크리트 모 멘트 골조 예제에 제시하는 기법을 적용하여 검증한다.

키워드

비용

이산화탄소 배출량

철근콘크리트 모멘트 골조

유전자알고리즘

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Information

Publisher :Computational Structural Engineering Institute of Korea
Publisher(Ko) :한국전산구조공학회
Journal Title :Journal of the Computational Structural Engineering Institute of Korea
Journal Title(Ko) :한국전산구조공학회 논문집
Volume : 29
No :5
Pages :429-436
Received Date : 2016-07-27
Revised Date : 2016-09-27
Accepted Date : 2016-09-28
DOI :https://doi.org/10.7734/COSEIK.2016.29.5.429

Journal of the Computational Structural Engineering Institute of Korea ISSN:1229-3059(Print) 2287-2302(Online) 한국전산구조공학회 논문집

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