A platform for research: civil engineering, architecture and urbanism
In this thesis, Three structural systems of main towerbeam-consolidation, two tower-beam-consolidation and none-tower-consolidation with the pile-soil-structure interaction are established ,free vibration characteristics and seismic response of three structural systems are investigated, and seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. Studies have shown that in the process of the bridge construction, because of the small span, internal forces were the control action and the displacement is the second.
In this thesis, Three structural systems of main towerbeam-consolidation, two tower-beam-consolidation and none-tower-consolidation with the pile-soil-structure interaction are established ,free vibration characteristics and seismic response of three structural systems are investigated, and seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. Studies have shown that in the process of the bridge construction, because of the small span, internal forces were the control action and the displacement is the second.
Impact of Different Style of Tower-Beam-Connection on Cable-Stayed Bridge's Earthquake Response
Applied Mechanics and Materials ; 539 ; 726-730
2014-07-30
5 pages
Article (Journal)
Electronic Resource
English
Vision-based experimental study of force estimation in the cable-stayed bridge’s cable model
DOAJ | 2024
|European Patent Office | 2015
|Dynamic Response of Bridge's Deck due to Earthquake Vertical Component
British Library Conference Proceedings | 1999
|