Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of Structural Parameters of Cable-Stayed Suspension Bridges
The cable-stayed suspension bridge is a novel composite structure with great overall stiffness and the capacity to span a long distance, which has been proposed for the design of some extra long-span bridges. To take further research on mechanical properties and behavior of this type of structure, the proposed preliminary design of a cable-stayed suspension bridge with a main span of 1800m is analyzed. The three-dimensional nonlinear analysis method is used to investigate systematically the influence of various principal structural parameters on the static and dynamic behavior of bridges. These parameters include the rise-span ratio, the suspension-to-span ratio, the constraint condition of the stiffened girder, the number of auxiliary piers at side spans, the layout of suspension cables, and the elastic modulus of suspension cables. Meanwhile, the selection of the rational values of these parameters is discussed.
Analysis of Structural Parameters of Cable-Stayed Suspension Bridges
The cable-stayed suspension bridge is a novel composite structure with great overall stiffness and the capacity to span a long distance, which has been proposed for the design of some extra long-span bridges. To take further research on mechanical properties and behavior of this type of structure, the proposed preliminary design of a cable-stayed suspension bridge with a main span of 1800m is analyzed. The three-dimensional nonlinear analysis method is used to investigate systematically the influence of various principal structural parameters on the static and dynamic behavior of bridges. These parameters include the rise-span ratio, the suspension-to-span ratio, the constraint condition of the stiffened girder, the number of auxiliary piers at side spans, the layout of suspension cables, and the elastic modulus of suspension cables. Meanwhile, the selection of the rational values of these parameters is discussed.
Analysis of Structural Parameters of Cable-Stayed Suspension Bridges
Advanced Materials Research ; 163-167 ; 2068-2076
06.12.2010
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Analysis of Structural Parameters of Cable-Stayed Suspension Bridges
| British Library Conference Proceedings | 2011
Structural behaviour of cable-stayed bridges.
Structural behavior of cable-stayed bridges
| DSpace@MIT | 2000
Suspension and Cable-Stayed Bridges in Concrete
| British Library Conference Proceedings | 1991
Comparative Investigations of Suspension Bridges and Cable-Stayed Bridges
| British Library Conference Proceedings | 1998
On the structural analysis and design of cable-stayed and suspension bridges
| British Library Conference Proceedings | 2004