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      KCI등재 SCIE SCOPUS

      Metaheuristic Optimization of Reinforced Concrete Footings

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      https://www.riss.kr/link?id=A105927003

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      다국어 초록 (Multilingual Abstract)

      The primary goal of an engineer is to find the best possible economical design and this goal can be achieved by considering multiple trials. A methodology with fast computing ability must be proposed for the optimum design. Optimum design of Reinforced Concrete (RC) structural members is the one of the complex engineering problems since two different materials which have extremely different prices and behaviors in tension are involved. Structural state limits are considered in the optimum design and differently from the superstructure members, RC footings contain geotechnical limit states. This study proposes a metaheuristic based methodology for the cost optimization of RC footings by employing several classical and newly developed algorithms which are powerful to deal with non-linear optimization problems. The methodology covers the optimization of dimensions of the footing, the orientation of the supported columns and applicable reinforcement design. The employed relatively new metaheuristic algorithms are Harmony Search (HS), Teaching-Learning Based Optimization algorithm (TLBO) and Flower Pollination Algorithm (FPA) are competitive for the optimum design of RC footings.
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      The primary goal of an engineer is to find the best possible economical design and this goal can be achieved by considering multiple trials. A methodology with fast computing ability must be proposed for the optimum design. Optimum design of Reinforce...

      The primary goal of an engineer is to find the best possible economical design and this goal can be achieved by considering multiple trials. A methodology with fast computing ability must be proposed for the optimum design. Optimum design of Reinforced Concrete (RC) structural members is the one of the complex engineering problems since two different materials which have extremely different prices and behaviors in tension are involved. Structural state limits are considered in the optimum design and differently from the superstructure members, RC footings contain geotechnical limit states. This study proposes a metaheuristic based methodology for the cost optimization of RC footings by employing several classical and newly developed algorithms which are powerful to deal with non-linear optimization problems. The methodology covers the optimization of dimensions of the footing, the orientation of the supported columns and applicable reinforcement design. The employed relatively new metaheuristic algorithms are Harmony Search (HS), Teaching-Learning Based Optimization algorithm (TLBO) and Flower Pollination Algorithm (FPA) are competitive for the optimum design of RC footings.

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      참고문헌 (Reference)

      1 Yang, X. S., "Unconventional Computation and Natural Computation" 240-249, 2012

      2 R.V. Rao, "Teaching–learning-based optimization: A novel method for constrained mechanical design optimization problems" Elsevier BV 43 (43): 303-315, 2011

      3 Nigdeli, S. M., "Teaching-learning-based optimization for estimating tuned mass damper parameters" 2015

      4 Rasim Temür, "Teaching learning-based optimization for design of cantilever retaining walls" 국제구조공학회 57 (57): 763-783, 2016

      5 Tayfun Dede, "Structural optimization with teaching-learning-based optimization algorithm" 국제구조공학회 47 (47): 495-511, 2013

      6 S.O. Degertekin, "Sizing truss structures using teaching-learning-based optimization" Elsevier BV 119 : 177-188, 2013

      7 Gebrail Bekdaş, "Sizing optimization of truss structures using flower pollination algorithm" Elsevier BV 37 (37): 322-331, 2015

      8 J. Zhang, "Reliability-Based Optimization of Geotechnical Systems" American Society of Civil Engineers (ASCE) 137 (137): 1211-1221, 2011

      9 Yu Wang, "Reliability-Based Economic Design Optimization of Spread Foundations" American Society of Civil Engineers (ASCE) 135 (135): 954-959, 2009

      10 Kennedy, J., "Particle swarm optimization" (4) : 1942-1948, 1995

      1 Yang, X. S., "Unconventional Computation and Natural Computation" 240-249, 2012

      2 R.V. Rao, "Teaching–learning-based optimization: A novel method for constrained mechanical design optimization problems" Elsevier BV 43 (43): 303-315, 2011

      3 Nigdeli, S. M., "Teaching-learning-based optimization for estimating tuned mass damper parameters" 2015

      4 Rasim Temür, "Teaching learning-based optimization for design of cantilever retaining walls" 국제구조공학회 57 (57): 763-783, 2016

      5 Tayfun Dede, "Structural optimization with teaching-learning-based optimization algorithm" 국제구조공학회 47 (47): 495-511, 2013

      6 S.O. Degertekin, "Sizing truss structures using teaching-learning-based optimization" Elsevier BV 119 : 177-188, 2013

      7 Gebrail Bekdaş, "Sizing optimization of truss structures using flower pollination algorithm" Elsevier BV 37 (37): 322-331, 2015

      8 J. Zhang, "Reliability-Based Optimization of Geotechnical Systems" American Society of Civil Engineers (ASCE) 137 (137): 1211-1221, 2011

      9 Yu Wang, "Reliability-Based Economic Design Optimization of Spread Foundations" American Society of Civil Engineers (ASCE) 135 (135): 954-959, 2009

      10 Kennedy, J., "Particle swarm optimization" (4) : 1942-1948, 1995

      11 Khajehzadeh, M., "Optimization of shallow foundation using gravitational search algorithm" 4 (4): 1124-1130, 2012

      12 Mohammad Khajehzadeh, "Multi-objective optimization of foundation using global-local gravitational search algorithm" 국제구조공학회 50 (50): 257-273, 2014

      13 Mohammad Khajehzadeh, "Modified particle swarm optimization for optimum design of spread footing and retaining wall" Zhejiang University Press 12 (12): 415-427, 2011

      14 Nigdeli, S. M., "Metaheuristics and Optimization in Civil Engineering" Springer 2016

      15 Bekdaş, G., "Metaheuristics and Optimization in Civil Engineering" Springer 2016

      16 The MathWorks Inc, "MATLAB R2010a"

      17 Poulos, H. G., "Elastic solutions for soil and rock mechanics" John Wiley 1974

      18 Yu Wang, "Economic Design Optimization of Foundations" American Society of Civil Engineers (ASCE) 134 (134): 1097-1105, 2008

      19 Rainer Storn, "Differential evolution–a simple and efficient heuristic for global optimization over continuous spaces" Springer Nature 11 (11): 341-359, 1997

      20 Whitman, R. V., "Design procedures for dynamically loaded foundations" 93 (93): 169-193, 1967

      21 C.V. Camp, "Design of space trusses using modified teaching–learning based optimization" Elsevier BV 62-63 : 87-97, 2014

      22 Charles V. Camp, "CO2 and cost optimization of reinforced concrete footings subjected to uniaxial uplift" Elsevier BV 3 : 171-183, 2015

      23 Charles V. Camp, "CO 2 and cost optimization of reinforced concrete footings using a hybrid big bang-big crunch algorithm" Springer Nature 48 (48): 411-426, 2013

      24 American Concrete Institute, "Building code requirements for structural concrete and commentary"

      25 Sinan Melih Nigdeli, "A novel harmony search based optimization of reinforced concrete biaxially loaded columns" 국제구조공학회 54 (54): 1097-1109, 2015

      26 Mohammad Khajehzadeh, "A New Hybrid Firefly Algorithm for Foundation Optimization" Springer Nature 36 (36): 279-288, 2013

      27 Zong Woo Geem, "A New Heuristic Optimization Algorithm: Harmony Search" SAGE Publications 76 (76): 60-68, 2016

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      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
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      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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