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      Determination of Optimal Configuration for Mega Bracing Systems in Steel Frames using Genetic Algorithm

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      https://www.riss.kr/link?id=A106310608

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      다국어 초록 (Multilingual Abstract)

      Mega bracing is one of the recently emphasized methods for lateral bracing of structures. In the present study, various configurations of mega bracing systems in terms of installation angle for lateral bracing of steel structures are evaluated and opt...

      Mega bracing is one of the recently emphasized methods for lateral bracing of structures. In the present study, various configurations of mega bracing systems in terms of installation angle for lateral bracing of steel structures are evaluated and optimized. The investigated frames are designed and optimized using genetic algorithm (GA) according to LRFD-AISC (load and resistance factor design, american institute of steel construction). Frame analysis is carried out by means of finite element method, while optimization is conducted using GA considering three different types of selection and crossover, simultaneously. The results demonstrate that the optimum angle of mega bracing in steel frames is within the range of 36° to 42° with regard to the frame height and span. Furthermore, with increase in frame height, the employment of optimally distributed mega braces along the height of the frame results in reduction of story drifts and also the frame weight. Additionally, simultaneous utilization of various selection and crossover types in GA optimization leads to an increase in convergence rate of optimum weight of the frame as well as reduction in the required computations.

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      참고문헌 (Reference)

      1 Yu Wang, "Two-stage based ensemble optimization framework for large-scale global optimization" Elsevier BV 228 (228): 308-320, 2013

      2 Navid Changizi, "Topology optimization of steel frame structures with constraints on overall and individual member instabilities" Elsevier BV 141 : 119-134, 2018

      3 Huang, J., "Topology optimization of bracing systems for multistory steel frames under earthquake loads" 255 : 2388-2393, 2011

      4 Ramazan Ozcelik, "The development of the buckling restrained braces with new end restrains" Elsevier BV 138 : 208-220, 2017

      5 Kheir Al-Kodmany, "Sustainability and the 21st Century Vertical City: A Review of Design Approaches of Tall Buildings" MDPI AG 8 (8): 102-, 2018

      6 Baldock, R., "Structural topology optimization of braced steel frameworks using genetic programming" 4200 : 54-61, 2006

      7 Mir M. Ali, "Structural Developments in Tall Buildings: Current Trends and Future Prospects" Informa UK Limited 50 (50): 205-223, 2011

      8 Kyoung Sun Moon, "Stiffness-based design methodology for steel braced tube structures: A sustainable approach" Elsevier BV 32 (32): 3163-3170, 2010

      9 "Specification for structural steel buildings, ANSI/AISC 360-16"

      10 Dumonteil, P., "Simple equations for effective length factors" 29 (29): 111-115, 1992

      1 Yu Wang, "Two-stage based ensemble optimization framework for large-scale global optimization" Elsevier BV 228 (228): 308-320, 2013

      2 Navid Changizi, "Topology optimization of steel frame structures with constraints on overall and individual member instabilities" Elsevier BV 141 : 119-134, 2018

      3 Huang, J., "Topology optimization of bracing systems for multistory steel frames under earthquake loads" 255 : 2388-2393, 2011

      4 Ramazan Ozcelik, "The development of the buckling restrained braces with new end restrains" Elsevier BV 138 : 208-220, 2017

      5 Kheir Al-Kodmany, "Sustainability and the 21st Century Vertical City: A Review of Design Approaches of Tall Buildings" MDPI AG 8 (8): 102-, 2018

      6 Baldock, R., "Structural topology optimization of braced steel frameworks using genetic programming" 4200 : 54-61, 2006

      7 Mir M. Ali, "Structural Developments in Tall Buildings: Current Trends and Future Prospects" Informa UK Limited 50 (50): 205-223, 2011

      8 Kyoung Sun Moon, "Stiffness-based design methodology for steel braced tube structures: A sustainable approach" Elsevier BV 32 (32): 3163-3170, 2010

      9 "Specification for structural steel buildings, ANSI/AISC 360-16"

      10 Dumonteil, P., "Simple equations for effective length factors" 29 (29): 111-115, 1992

      11 "Seismic provisions for structural steel buildings, ANSI/AISC 341-16"

      12 Jay Shen, "Seismic performance of concentrically braced frames with and without brace buckling" Elsevier BV 141 : 461-481, 2017

      13 E. Brunesi, "Seismic analysis of high-rise mega-braced frame-core buildings" Elsevier BV 115 : 1-17, 2016

      14 Dhanaraj M. Patil, "Seismic Behaviour of Outrigger Braced Systems in High Rise 2-D Steel Buildings" Elsevier BV 8 : 1-16, 2016

      15 Xiaoye Yu, "Relationships between internal forces, bracing patterns and lateral stiffnesses of a simple frame" Elsevier BV 89 : 147-161, 2015

      16 P. Victer Paul, "Performance analyses over population seeding techniques of the permutation-coded genetic algorithm: An empirical study based on traveling salesman problems" Elsevier BV 32 : 383-402, 2015

      17 Reza Rahgozar, "Parametric stress distribution and displacement functions for tall buildings under lateral loads" Wiley 23 (23): 22-41, 2014

      18 Baoyi Fang, "Outrigger system analysis and design under time-dependent actions for super-tall steel buildings" Wiley 27 (27): e1492-, 2018

      19 Soobum Lee, "Outrigger placement in tall buildings using topology optimization" Elsevier BV 74 : 122-129, 2014

      20 Khanorkar, A., "Outrigger and belt truss system for tall building to control deflection : A review" 1 (1): 6-15, 2016

      21 H. Moghaddam, "Optimum seismic design of concentrically braced steel frames: concepts and design procedures" Elsevier BV 61 (61): 151-166, 2005

      22 S. O. Degertekin, "Optimum design of steel frames using harmony search algorithm" Springer Science and Business Media LLC 36 (36): 393-401, 2008

      23 Fahimnia, B., "Optimization/simulation modeling of the integrated production-distribution plan : An innovative survey" 3 (3): 52-65, 2008

      24 A.M. Memari, "Optimal design of steel frames subject of gravity and seismic codes' prescribed lateral forces" Springer Science and Business Media LLC 18 (18): 56-66, 1999

      25 Qing Quan Liang, "Optimal Topology Design of Bracing Systems for Multistory Steel Frames" American Society of Civil Engineers (ASCE) 126 (126): 823-829, 2000

      26 Arsalan Alavi, "Minimum-weight design of high-rise structures subjected to flexural vibration at a desired natural frequency" Wiley 27 (27): e1515-, 2018

      27 "Minimum design loads and associated criteria for buildings and other structures, ASCE/SEI 7-16"

      28 MacDonald, R., "Genetic algorithms with steel structures: A literature review" Department of civil and environmental engineering, Brigham Young University 2005

      29 Goldberg, D. E., "Genetic algorithms in search, optimization, and machine learning" Addison-Wesley Press 1989

      30 Ming-Hua Lin, "Finding multiple optimal solutions of signomial discrete programming problems with free variables" Springer Science and Business Media LLC 12 (12): 425-443, 2011

      31 Sadik Can Girgin, "Experimental Cyclic Behavior of Precast Hybrid Beam-Column Connections with Welded Components" 한국콘크리트학회 11 (11): 229-245, 2017

      32 Rafal Kicinger, "Evolutionary Design of Steel Structures in Tall Buildings" American Society of Civil Engineers (ASCE) 19 (19): 223-238, 2005

      33 Benyamin Kioumarsi, "Effect of Span Length on Behavior of MRF Accompanied with CBF and MBF Systems" Elsevier BV 171 : 1332-1340, 2017

      34 Reza Rahgozar, "Dynamic analysis of combined system of framed tube and shear walls by Galerkin method using B-spline functions" Wiley 24 (24): 591-606, 2015

      35 Reza Kamgar, "Determination of Optimum Location for Flexible Outrigger Systems in Tall Buildings with Constant Cross Section Consisting of Framed Tube, Shear Core, Belt Truss and Outrigger System Using Energy Method" 한국강구조학회 17 (17): 1-8, 2017

      36 Charles V. Camp, "Design of Steel Frames Using Ant Colony Optimization" American Society of Civil Engineers (ASCE) 131 (131): 369-379, 2005

      37 S. Pezeshk, "Design of Nonlinear Framed Structures Using Genetic Optimization" American Society of Civil Engineers (ASCE) 126 (126): 382-388, 2000

      38 Ryan Alberdi, "Comparison of robustness of metaheuristic algorithms for steel frame optimization" Elsevier BV 102 : 40-60, 2015

      39 O. Hasançebi, "Comparison of non-deterministic search techniques in the optimum design of real size steel frames" Elsevier BV 88 (88): 1033-1048, 2010

      40 Saka, M. P., "Civil Engineering Computations: Tools and Techniques" Saxe-Coburgh Publications 2007

      41 L. Di Sarno, "Bracing systems for seismic retrofitting of steel frames" Elsevier BV 65 (65): 452-465, 2009

      42 Chunjiang Zhang, "Backtracking Search Algorithm with three constraint handling methods for constrained optimization problems" Elsevier BV 42 (42): 7831-7845, 2015

      43 Son Duy Dao, "An innovative framework for designing genetic algorithm structures" Elsevier BV 90 : 196-208, 2017

      44 Son Duy Dao, "An improved structure of genetic algorithms for global optimisation" Springer Science and Business Media LLC 5 (5): 155-163, 2016

      45 A. Kaveh, "An improved ant colony optimization for the design of planar steel frames" Elsevier BV 32 (32): 864-873, 2010

      46 Kheir Al-Kodmany, "An Overview of Structural and Aesthetic Developments in Tall Buildings Using Exterior Bracing and Diagrid Systems" Council on Tall Building and Urban Habitat Korea 5 (5): 271-291, 2016

      47 Kaveh, A., "Advances in metaheuristic algorithms for optimal design of structures" Springer 2017

      48 Mir Ali, "Advances in Structural Systems for Tall Buildings: Emerging Developments for Contemporary Urban Giants" MDPI AG 8 (8): 104-, 2018

      49 Holland, J. H., "Adaptation in natural and artificial systems" University of Michigan Press 1975

      50 Benteng Ma, "A tribe competition-based genetic algorithm for feature selection in pattern classification" Elsevier BV 58 : 328-338, 2017

      51 Chengqing Liu, "A review of the diagrid structural system for tall buildings" Wiley 27 (27): e1445-, 2018

      52 Sina Kazemzadeh Azad, "A review of research on steel eccentrically braced frames" Elsevier BV 128 : 53-73, 2017

      53 Gunel, M. H., "A proposal for the classification of structural systems of tall buildings" 42 (42): 2667-2675, 2007

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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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      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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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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