Aerodynamic stability of cable-stayed bridges under erection
In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of structural dynamic characteristics and the aerodynamic stability with erection are numerically generated. Instead of the simplified method, nonlinear...
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| Published in | Journal of Zhejiang University. A. Science Vol. 6; no. 3; pp. 175 - 180 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China%School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China%Department of Bridge Engineering, Tongji University, Shanghai 200092, China
01.03.2005
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1673-565X 1862-1775 |
| DOI | 10.1631/BF02872316 |
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| Abstract | In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of structural dynamic characteristics and the aerodynamic stability with erection are numerically generated. Instead of the simplified method, nonlinear multimode aerodynamic analysis is suggested to predict the aerodynamic stability of cable-stayed bridges under erection. The analysis showed that the aerodynamic stability maximizes at the relatively early stages, and decreases as the erection proceeds. The removal of the temporary piers in side spans and linking of the main girder to the anchor piers have important influence on the dynamic characteristics and aerodynamic stability of cable-stayed bridges under erection. |
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| AbstractList | In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of structural dynamic characteristics and the aerodynamic stability with erection are numerically generated. Instead of the simplified method, nonlinear multimode aerodynamic analysis is suggested to predict the aerodynamic stability of cable-stayed bridges under erection. The analysis showed that the aerodynamic stability maximizes at the relatively early stages, and decreases as the erection proceeds. The removal of the temporary piers in side spans and linking of the main girder to the anchor piers have important influence on the dynamic characteristics and aerodynamic stability of cable-stayed bridges under erection. U448.25; In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of structural dynamic characteristics and the aerodynamic stability with erection are numerically generated. Instead of the simplified method, nonlinear multimode aerodynamic analysis is suggested to predict the aerodynamic stability of cable-stayed bridges under erection. The analysis showed that the aerodynamic stability maximizes at the relatively early stages, and decreases as the erection proceeds. The removal of the temporary piers in side spans and linking of the main girder to the anchor piers have important influence on the dynamic characteristics and aerodynamic stability of cable-stayed bridges under erection. |
| Author | 张新军 孙炳楠 项海帆 |
| AuthorAffiliation | DepartmentofBridgeEngineering,TongjiUniversity,Shanghai200092,China SchoolofCivilEngineeringandArchitecture,ZhejiangUniversityofTechnology,Hangzhou310014,China SchoolofCivilEngineeringandArchitecture,ZhejiangUniversity,Hangzhou310027,China |
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| Cites_doi | 10.1061/(ASCE)0733-9445(2000)126:12(1404) 10.1016/S0167-6105(02)00251-9 10.1061/(ASCE)0733-9445(1992)118:6(1509) 10.1061/(ASCE)0733-9445(2001)127:8(869) 10.1061/(ASCE)0733-9445(1990)116:2(279) 10.1016/0167-6105(96)00024-4 10.1631/jzus.2003.0021 10.1016/S0167-6105(02)00477-4 |
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| Keywords | Nonlinear multimode aerodynamic analysis Erection stage Aerodynamic stability Cable-stayed bridge |
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| PublicationYear | 2005 |
| Publisher | School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China%School of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China%Department of Bridge Engineering, Tongji University, Shanghai 200092, China |
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| References | X.J. Zhang (BF02872316_CR13) 2003; 4 A.H. Namini (BF02872316_CR6) 1992; 118 R.H. Scanlan (BF02872316_CR7) 1990; 116 BF02872316_CR5 X.J. Zhang (BF02872316_CR12) 2003; 91 D. Cobo del Arco (BF02872316_CR1) 2001; 127 A. Jain (BF02872316_CR4) 1996; 60 Y.J. Ge (BF02872316_CR2) 2000; 86 H. Tanaka (BF02872316_CR9) 1998 Y.J. Ge (BF02872316_CR3) 2000; 126 J.Z. Song (BF02872316_CR8) 1998 X.J. Zhang (BF02872316_CR11) 2002; 90 H.F. Xiang (BF02872316_CR10) 1999 |
| References_xml | – volume: 126 start-page: 1404 issue: 12 year: 2000 ident: BF02872316_CR3 publication-title: J Struct Engrg, ASCE doi: 10.1061/(ASCE)0733-9445(2000)126:12(1404) – volume: 90 start-page: 1065 issue: 9 year: 2002 ident: BF02872316_CR11 publication-title: J Wind Engrg Indust Aerodyn doi: 10.1016/S0167-6105(02)00251-9 – volume-title: Experimental Study on the Aerodynamic Parameters of Typical Deck Sections year: 1999 ident: BF02872316_CR10 – volume: 118 start-page: 1509 issue: 6 year: 1992 ident: BF02872316_CR6 publication-title: J Struct Engrg, ASCE doi: 10.1061/(ASCE)0733-9445(1992)118:6(1509) – volume: 127 start-page: 869 issue: 8 year: 2001 ident: BF02872316_CR1 publication-title: J Struct Engrg, ASCE doi: 10.1061/(ASCE)0733-9445(2001)127:8(869) – volume: 116 start-page: 279 issue: 2 year: 1990 ident: BF02872316_CR7 publication-title: J Struct Engrg, ASCE doi: 10.1061/(ASCE)0733-9445(1990)116:2(279) – volume: 60 start-page: 69 year: 1996 ident: BF02872316_CR4 publication-title: J Wind Engrg Indust Aerodyn doi: 10.1016/0167-6105(96)00024-4 – volume-title: Wind-resistant Research on the Jingsha Bridge over the Yangtze River year: 1998 ident: BF02872316_CR8 – start-page: 119 volume-title: Bridge Aerodymics year: 1998 ident: BF02872316_CR9 – volume: 4 start-page: 21 issue: 1 year: 2003 ident: BF02872316_CR13 publication-title: Journal of Zhejiang University Science A doi: 10.1631/jzus.2003.0021 – volume: 91 start-page: 841 issue: 6 year: 2003 ident: BF02872316_CR12 publication-title: J Wind Engrg Indust Aerodyn doi: 10.1016/S0167-6105(02)00477-4 – volume: 86 start-page: 125 year: 2000 ident: BF02872316_CR2 publication-title: J Wind Engrg Indust Aerodyn – ident: BF02872316_CR5 |
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| Snippet | In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of... U448.25; In this work, nonlinear multimode aerodynamic analysis of the Jingsha Bridge under erection over the Yangtze River is conducted, and the evolutions of... |
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| SubjectTerms | 几何学 悬索桥 稳定性 空气动力学 |
| Title | Aerodynamic stability of cable-stayed bridges under erection |
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