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      KCI등재 SCIE SCOPUS

      Analytical Solution for Horizontal Tension of Main Cable in Erection of Stiffening Girder

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      https://www.riss.kr/link?id=A105917614

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      다국어 초록 (Multilingual Abstract)

      The horizontal tension of main cable is a key parameter to guarantee the safety of tower, form gravity stiffness and keep main cable shape correct during erection of stiffening girders. Instead of complicated Finite Element Modeling and iterative algo...

      The horizontal tension of main cable is a key parameter to guarantee the safety of tower, form gravity stiffness and keep main cable shape correct during erection of stiffening girders. Instead of complicated Finite Element Modeling and iterative algorithms, simply analytical solutions of horizontal tension of main cable were deduced for two classical erection methods of stiffening girder based on the mathematical analogue and work-energy principle. Numerical method was also adopted to verify the analytical solutions on analysis of a single span suspension bridge. The results from analytical solution are found to be in good agreement with the numerical results. The theoretical results show that the presented analytical solutions can be easily applied in the calculation of the horizontal tension of main cable in any erection stage.

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      참고문헌 (Reference)

      1 Zeng, S., "Study on the mechanical properties of suspension bridges under construction based on refined numerical simulation" Harbin Institute of Technology University 2010

      2 Choi, D. H., "Simplified analysis for preliminary design of towers in suspension bridge" 19 (19): 1-12, 2014

      3 Ruan, X., "Safety assessment of the antisliding between the main cable and middle saddle of a three-pylon suspension bridge considering traffic load modeling" 21 (21): 04016069-, 2016

      4 Luo, X. H., "Numerical analysis method for cable system of suspension bridges" 32 (32): 441-446, 2004

      5 Liu, Z., "New arithmetic for cable deflection and gravity stiffness of suspension bridges" 26 (26): 127-132, 2009

      6 Yan, G. M., "Modern Suspension Bridges" China Communications Press 2002

      7 Jennings, A., "Gravity stiffness of classical suspension bridges" 109 (109): 16-36, 1983

      8 Tang, M. L., "Geometric nonlinear analysis of long-span suspension bridge and its software development" Southwest Jiaotong University 2003

      9 Shen, S. Z., "Design of cable structures" Architecture & Building Press 2006

      10 Chai, S. B., "Deformation characteristics of main cable in suspension bridge caused by live load" 40 (40): 1452-1457, 2012

      1 Zeng, S., "Study on the mechanical properties of suspension bridges under construction based on refined numerical simulation" Harbin Institute of Technology University 2010

      2 Choi, D. H., "Simplified analysis for preliminary design of towers in suspension bridge" 19 (19): 1-12, 2014

      3 Ruan, X., "Safety assessment of the antisliding between the main cable and middle saddle of a three-pylon suspension bridge considering traffic load modeling" 21 (21): 04016069-, 2016

      4 Luo, X. H., "Numerical analysis method for cable system of suspension bridges" 32 (32): 441-446, 2004

      5 Liu, Z., "New arithmetic for cable deflection and gravity stiffness of suspension bridges" 26 (26): 127-132, 2009

      6 Yan, G. M., "Modern Suspension Bridges" China Communications Press 2002

      7 Jennings, A., "Gravity stiffness of classical suspension bridges" 109 (109): 16-36, 1983

      8 Tang, M. L., "Geometric nonlinear analysis of long-span suspension bridge and its software development" Southwest Jiaotong University 2003

      9 Shen, S. Z., "Design of cable structures" Architecture & Building Press 2006

      10 Chai, S. B., "Deformation characteristics of main cable in suspension bridge caused by live load" 40 (40): 1452-1457, 2012

      11 Adnur, S., "Construction stage analysis of Humber suspension bridge" 36 (36): 5492-5505, 2012

      12 Shen, R. L., "Calculation methods for design and erection of cable curve of suspension bridge" 29 (29): 3-9, 1996

      13 Krishna, P., "Cable suspended roofs" McGraw-Hill Book Company 1978

      14 Gimsing, N. J., "Cable supported bridges: Concept and design" John Wiley &Sons 2011

      15 Irvine, H. M., "Cable structures" The MIT Press 1981

      16 O'Brien, W. T., "Cable movement under two-dimensional loads" 89-123, 1964

      17 An, X. W., "Analytical structural reliability analysis of a suspended cable" 58 : 20-30, 2016

      18 Zhang, Q. H., "Analytical model for frictional resistance between cable and saddle of suspension bridges equipped with vertical friction plates" 22 (22): 04016103-, 2017

      19 Peyrot, A. H., "Analysis of cable structures" 10 : 805-813, 1979

      20 Steinman, D. B., "A practical treatise on suspension bridges" John Wiley 1929

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      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      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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