Traveling Wave Resonance and Simplified Analysis Method for Long-Span Symmetrical Cable-Stayed Bridges under Seismic Traveling Wave Excitation
The seismic responses of a long-span cable-stayed bridge under uniform excitation and traveling wave excitation in the longitudinal direction are, respectively, computed. The numerical results show that the bridge’s peak seismic responses vary significantly as the apparent wave velocity decreases. T...
Saved in:
Main Authors: | Zhong-ye Tian, Meng-lin Lou |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2014-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2014/602825 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Combined Earthquake-Wave Effects on the Dynamic Response of Long-Span Cable-Stayed Bridges
by: Xinhu Tang, et al.
Published: (2024-01-01) -
Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge
by: Yong Zeng, et al.
Published: (2022-01-01) -
Seismic Passive Control of Cable-Stayed Bridges
by: Hosam-Eddin M. Ali, et al.
Published: (1995-01-01) -
Train-Bridge Dynamic Behaviour of Long-Span Asymmetrical-Stiffness Cable-Stayed Bridge
by: Yuexing Wu, et al.
Published: (2021-01-01) -
Static and Dynamic Mechanical Properties of Long-Span Cable-Stayed Bridges Using CFRP Cables
by: Mei Kuihua, et al.
Published: (2017-01-01)