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Bridge Insight : New Development in Long Span Arch Bridges
Cable-stayed bridges are often considered as landmarks due to their modern and magnificent appearance. As a bridge design engineer, it is a great honour to design this type of beautiful bridge. However, the static analysis of cable-stayed bridge is quite different from other bridges.
This session will mainly show some fundamental knowledge and skills of modelling cable-stayed bridge.
Introduction
Case Study: Static Analysis of Cable-Stayed Bridges
Things to know when we design the cable-stayed bridges. Especially how to determine cable forces with various method.
Question & Answer
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
3D Excavation and Piled-Raft Foundation
[Part 1] 3D Geometry modeling and Meshing
[Part 2] Analysis control and checking results.
Key Point 1:Overview of cable-stayed bridges
Cable-stayed bridges are highly statically indeterminate due to the redundant DOFs provided by the cables. Cable-stayed bridges are also active bridges because engineers can change the structural state by adjusting cable forces.
Key Point 2:How to model the components of a cable-stayed bridges
Pile-soil interaction can be modelled based on Winkler theory and “m” method. Rigid links can be used to model the connection between components. Girders can be modelled using the “fish-bone model”. The sag effect of cables can be taken into account by cable elements.
Key Point 3: Optimisation of cable forces
A well defined level of cable forces will allow optimised performance of bearings, girders, pylons and cables. The Stiff Cable method can be used to find approximate cable forces. The Unit Load method can be used to optimise cable forces and in addition develop an understanding of the structural effects of cable forces.
Senior Structural Engineer | CaSE Design, Australia
MEng Bridge Engineering, BEng Civi | .CEng MIStrucE, MIEAust
Senior Structural Engineer | CaSE Design, Australia
MEng Bridge Engineering, BEng Civi | .CEng MIStrucE, MIEAust
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1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
1. Participation of this seminar is FREE.
2. We recommend you to register immediately since the number of seats are limited.
3. If you come early to the seminar place, you can enjoy the welcome snack and coffee/tea.
4. For effective training session, we recommend you to bring your personnel laptop computer in order to get the hands-on experience of MIDAS software.
5. Training license and installation guide will be provided to all registrants before the seminar in advance.
Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16 GB USB-flash drive will be provided to the one who submit the survey. Participate in Survey event. 16GB USB-flash drive will be provided to the one who submit the survey.
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