Non-linear shape-finding analysis of a self-anchored suspension bridge

Engineering Structures

Volumn 24, Issue 12, 2002, Pages 1547-1559

  Kim, Ho Kyung ^a   Lee, Myeong Jae ^b   Chang, Sung Pil ^c  

^a Mokpo National University   (South Korea)

^b Yooshin Engineering Corporation   (South Korea)

^c Seoul National University   (South Korea)

Author keywords

Initial configuration; Non linear; Self anchored; Shape finding; Suspension bridge; Yongjong Grand Bridge

Indexed keywords

BRIDGE CABLES; DEFORMATION; STIFFNESS; STRUCTURAL LOADS; TRUSSES;

NON-LINEAR SHAPE-FINDING ANALYSIS;

SUSPENSION BRIDGES;

SUSPENSION BRIDGE;

EID: 0036883458     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00097-4     Document Type: Article

References (22)

1. Prestressed pin-jointed structures-flexibility analysis and prestress design
2. Static and dynamic analyses of tensegrity structures. Part II. Quasi-static analysis
3. Tensegrity systems and geodesic domes
4. Motion of suspension bridge subject to moving load using finite element method
5. Some modeling aspects in the non-linear finite element analysis of cable-supported bridges
6. Analysis of target configurations under dead loads for cable-supported bridges
7. Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method
8. Parametric studies on cable-stayed bridges
9. Study on non-linear analysis of a highly redundant cable-stayed bridge
10. Yong Jong grand suspension bridge, Korea
11. Aerodynamic stability of self-anchored double deck suspension bridge
12. Self-anchored suspension bridges
13. Konohana Bridge, Japan
14. Coupled flexural-torsional analysis of cable-stayed bridge subjected to earthquake loading
15. Dynamic analysis of the cable-suspended roof system by using the three-dimensional cable element
16. Determination of initial configuration of a self-anchored suspension bridge by introducing initial axial force