Citation

Yan X, Cunyu C, Zeng Z, Shijie Z. Earthq. Eng. Eng. Vibrat. 2021; 20(2): 483-493.

Copyright

(Copyright © 2021, Institute of Engineering Mechanics (IEM) - China Seismological Bureau, Publisher Holtzbrinck Springer Nature Publishing Group)

DOI

10.1007/s11803-021-2033-8

PMID

unavailable

Abstract

As one of the main load-carrying components of cable-stayed bridges, bridge towers are typically required to remain elastic even when subjected to severe ground motions with a 2%-3% probability of exceedance in 50 years. To fulfill this special requirement imposed by current seismic design codes, reinforcement ratios in the bridge towers have to be kept significantly higher than if limited ductility behavior of the tower is allowed. In addition, since the foundation capacity is closely related to the moment and shear capacities of the bridge tower, a large increase in bridge construction cost for elastically designed cable-stayed bridge is inevitable. To further investigate the possibility of limited ductility bridge tower design strategies, a new 1/20-scale cable-stayed bridge model with H-shaped bridge towers designed according to strong strut-weak tower column design was tested. The shake table experimental results are compared with a previous strong tower column-weak strut designed full bridge model. A comparison of the results show that ductility design with plastic hinges located on tower columns, i.e., strong strut-weak tower column design, is another effective seismic design strategy that results in only small residual displacement at the top of the tower column, even under very severe earthquake excitations.

Language: en