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      KCI등재 SCIE SCOPUS

      Lifting Test and Analysis of a Segmented Arch System with Outrigger Ribs and Flexural Loading Tests of Precast Panels

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      https://www.riss.kr/link?id=A107883525

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      다국어 초록 (Multilingual Abstract)

      A segmented precast panel arch system with a steel outrigger rib was proposed to efficiently exploit material characteristics and a structural section, which resists the internal and external forces caused by arch effects. This study was conducted lif...

      A segmented precast panel arch system with a steel outrigger rib was proposed to efficiently exploit material characteristics and a structural section, which resists the internal and external forces caused by arch effects. This study was conducted lifting and installation tests of this arch system and flexural loading tests for precast panels to validate and examine its structural behavior. The load-bearing capacity of a precast panel was experimentally evaluated against the flexural loading that occurred during the lifting process in the flexural loading test. In the lifting experiments for the fabricated arch specimen with a span length and height of 6.2 m and 2.5 m, respectively, the structural behavior of the precast panels and outrigger ribs during lifting were compared with the structural deformations and stresses of the system components after final installation. From the lifting and installation tests conducted in this study, the structural response and behaviors of the proposed arch system and its components were validated and evaluated.

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      참고문헌 (Reference)

      1 안진희, "프리캐스트 콘크리트 패널 분절 아치 시공을 위한 선설치 앵커의 인발 강도 평가" 한국구조물진단유지관리공학회 24 (24): 94-102, 2020

      2 Ong CY, "Trends and development of precast concrete closed spandrel arch bridge systems" 802 : 295-300, 2015

      3 Jeon SH, "The performance assessment of a precast, panel-segmented arch bridge with outriggers" 9 (9): 4646-, 2019

      4 Heyman J, "The masonry arch" Ellis Horwood Ltd 1982

      5 Wakeman A, "The NUCON arch: Plain precast concrete arch systems" 645-652, 1995

      6 Hertz KD, "Super-light concrete with pearl-chains" 61 : 655-663, 2009

      7 Altunisik AC, "Structural response of historical masonry arch bridges under different arch curvature considering soil-structure interaction" 18 : 141-151, 2019

      8 전석현, "Structural Performance of a Segmental Precast Arch System with Outrigger by Sectional Geometry of Structural Member" 대한토목학회 24 (24): 3356-3375, 2020

      9 Pela L, "Seismic assessment of masonry arch bridges" 31 : 1777-1788, 2009

      10 Block P, "Real-time limit analysis of vaulted masonry buildings" 84 : 1841-1852, 2006

      1 안진희, "프리캐스트 콘크리트 패널 분절 아치 시공을 위한 선설치 앵커의 인발 강도 평가" 한국구조물진단유지관리공학회 24 (24): 94-102, 2020

      2 Ong CY, "Trends and development of precast concrete closed spandrel arch bridge systems" 802 : 295-300, 2015

      3 Jeon SH, "The performance assessment of a precast, panel-segmented arch bridge with outriggers" 9 (9): 4646-, 2019

      4 Heyman J, "The masonry arch" Ellis Horwood Ltd 1982

      5 Wakeman A, "The NUCON arch: Plain precast concrete arch systems" 645-652, 1995

      6 Hertz KD, "Super-light concrete with pearl-chains" 61 : 655-663, 2009

      7 Altunisik AC, "Structural response of historical masonry arch bridges under different arch curvature considering soil-structure interaction" 18 : 141-151, 2019

      8 전석현, "Structural Performance of a Segmental Precast Arch System with Outrigger by Sectional Geometry of Structural Member" 대한토목학회 24 (24): 3356-3375, 2020

      9 Pela L, "Seismic assessment of masonry arch bridges" 31 : 1777-1788, 2009

      10 Block P, "Real-time limit analysis of vaulted masonry buildings" 84 : 1841-1852, 2006

      11 Halding PS, "Precast pearl-chain concrete arch bridges" 103 : 214-227, 2015

      12 Ong CY, "Precast concrete closed spandrel arch bridge system as viable alternative to conventional beam bridge system" 802 : 261-266, 2015

      13 Segrestin P, "Precast arches as innovative alternative to short-span bridges" 219-226, 1995

      14 Bernini J, "Overfilled precast concrete arch bridge structures" 380-387, 2000

      15 Taylor SE, "Monitoring of monkstown bridge a novel flexi-arch bridge system" 2008

      16 Long A, "FlexiArch: From concept to practical applications" The Institution of Structural Engineers 10-15, 2014

      17 Mahdi Mahdikhani, "Finite element modeling of the influence of FRP techniques on the seismic behavior of historical arch stone bridge" 사단법인 한국계산역학회 18 (18): 99-112, 2016

      18 Block P, "Equilibrium systems: Studies in masonry structure" Massachusetts Institute of Technology 2005

      19 Lacidogna G, "Elastic, plastic, fracture analysis of masonry arches: A multi-span bridge case study" 5 : 1-9, 2018

      20 Tan GE, "Development and standardisation of new precast concrete open spandrel arch bridge system" 799-806, 2014

      21 A.C. Altunisik, "Determination of the restoration effect on the structural behavior of masonry arch bridges" 국제구조공학회 16 (16): 101-139, 2015

      22 Loo YC, "Cracking and failure analysis of masonry arch bridges" 117 : 1641-1659, 1991

      23 Gupta A, "Construction of Tievenameena bridge using a FlexiArch system" 2008

      24 BSI British Standards, "BS 5975: Code of practice for temporary works procedures and the permissible stress design of false work"

      25 Halding PS, "Assembly and lifting of pearl-chain arches" 2015

      26 Hutchinson D, "Application and design of segmental precast arches" 452-459, 2004

      27 ABAQUS, "Abaqus analysis user's manual version 6.14" Dassault Systems Simulia Corp 2014

      28 Hognestad E, "A study of combined bending axial load in reinforced concrete members" Engineering Experimental Station, The University of Illinois 49-, 1951

      29 Tan GE, "A new form of precast closed spandrel arch bridge system" 2013

      30 Gupta A, "A flexible concrete arch system" 2005 : 2005

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      학술지 이력

      학술지 이력
      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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      학술지 인용정보
      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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