Aeolic and Seismic Structural Vibrations Mitigation on Long-Span Cable-Supported Bridges
2013 ◽
Vol 690-693
◽
pp. 1168-1171
◽
Keyword(s):
Herein, two models of long-span bridges, namely a suspension and a cable-stayed one, are developed at the numerical level in a commercial finite elements code, starting from original data, and they are used to simulate the structural response under wind excitation and seismic excitation. The main goal of this study consists in the evaluation of a control strategy, designed and proven effective for the wind action, considering the suspension bridge, or for the seismic action, for the cable-stayed one, when the bridge structure is subjected to the seismic and the wind action respectively.
2016 ◽
Vol 11
(1)
◽
pp. 11-21
◽
Keyword(s):
Probabilistic Damage Detection of Long-Span Bridges Using Measured Modal Frequencies and Temperature
2018 ◽
Vol 18
(10)
◽
pp. 1850126
◽
2007 ◽
Vol 1
(1)
◽
pp. 71-79
◽
2021 ◽
pp. 095440972110619
Keyword(s):
2014 ◽
Vol 633-634
◽
pp. 1263-1266
2011 ◽
Vol 243-249
◽
pp. 1817-1825
2013 ◽
Vol 791-793
◽
pp. 370-373
Keyword(s):
1980 ◽
Vol 352
(1)
◽
pp. 247-263
◽
2013 ◽
Vol 405-408
◽
pp. 2020-2024