The role of tife stay cables in the seismic response of cable-stayed bridges
被引:0
作者:
Caetano, E
论文数: 0引用数: 0
h-index: 0
机构:
Univ Porto, Fac Engn, P-4099 Porto, PortugalUniv Porto, Fac Engn, P-4099 Porto, Portugal
Caetano, E
[1
]
Cunha, A
论文数: 0引用数: 0
h-index: 0
机构:
Univ Porto, Fac Engn, P-4099 Porto, PortugalUniv Porto, Fac Engn, P-4099 Porto, Portugal
Cunha, A
[1
]
Taylor, C
论文数: 0引用数: 0
h-index: 0
机构:
Univ Porto, Fac Engn, P-4099 Porto, PortugalUniv Porto, Fac Engn, P-4099 Porto, Portugal
Taylor, C
[1
]
机构:
[1] Univ Porto, Fac Engn, P-4099 Porto, Portugal
来源:
IMAC - PROCEEDINGS OF THE 16TH INTERNATIONAL MODAL ANALYSIS CONFERENCE, VOLS 1 AND 2
|
1998年
/
3243卷
关键词:
D O I:
暂无
中图分类号:
TH [机械、仪表工业];
学科分类号:
0802 ;
摘要:
This paper summarises a study of numerical simulation of the seismic response of the physical model of an existing cable-stayed bridge, the Jindo Bridge, in South Korea, developed in order to clarify the role that the vibration of the stay cables can play in terms of amplification or attenuation of the seismic response of this type of bridges.