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박병철(Park Byung Chul),김동인(Kim Dong In),이상순(Lee Sang Soon),우정원(Woo Jeong Weon),임채운(Lim Chae Woon) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.1
The fatigue problems of PSCI bridges are more serious than other types of concrete bridges, because the cross sectional area and self weight of PSCI bridges are smaller than those of other bridge types. If a crack is produced by flexural moment, stress acting on PS wire increase for concrete can"t resist tensile stress. In this report, fatigue safety estimation of PSCI Bridge for live load is performed and methods of reinforcement is introduced.
인도네시아 Janti Fly over bridge 지진패해 조사
류지연(Ryu Ji Yeon),김동인(Kim Dong In),우정원(Woo Jeong Weon),강형택(Gang Hyeong Tak),서상길(Seo Sang Gil) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.2
Strong earthquake has stuck Yogyakarta and Central Java on May 27. 2006, and measured 6.2 on the Richter scale. After earthquake, KHC has offered a technical support for earthquake damaged road facilities to MPW from a humanitarian standpoint and investigated 16 Bridges in Indonesia. Especially, Janti Fly Over Bridge in Yogyakarta is the longest and most important bridge in this region. So we inspected and presented causes and rehabilitation to Earthquake-damaged Janti Fly Over Bridged.
인도네시아 Janti Fly over bridge 지진패해 조사
류지연 ( Ryu Ji Yeon ),김동인 ( Kim Dong In ),우정원 ( Woo Jeong Weon ),강형택 ( Gang Hyeong Tak ),서상길 ( Seo Sang Gil ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.2
Strong earthquake has stuck Yogyakarta and Central Java on May 27. 2006, and measured 6.2 on the Richter scale. After earthquake, KHC has offered a technical support for earthquake damaged road facilities to MPW from a humanitarian standpoint and investigated 16 Bridges in Indonesia. Especially, Janti Fly Over Bridge in Yogyakarta is the longest and most important bridge in this region. So we inspected and presented causes and rehabilitation to Earthquake-damaged Janti Fly Over Bridged.
박병철 ( Park Byung Chul ),김동인 ( Kim Dong In ),이상순 ( Lee Sang Soon ),우정원 ( Woo Jeong Weon ),임채운 ( Lim Chae Woon ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.1
The fatigue problems of PSCI bridges are more serious than other types of concrete bridges, because the cross sectional area and self weight of PSCI bridges are smaller than those of other bridge types. If a crack is produced by flexural moment, stress acting on PS wire increase for concrete can’t resist tensile stress. In this report, fatigue safety estimation of PSCI Bridge for live load is performed and methods of reinforcement is introduced.