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Experimental and Numerical Assessment into Frequency Domain Dynamic Response of Deep water Rigid-Frame Bridge
The dynamic responses of the deepwater rigid-frame bridge are assessed by underwater shaking table tests and numerical simulations. The frequency domain dynamic responses are estimated to illustrate the effect of water depth and superstructures on the bridge subjected to earthquake loading along the transverse direction. Major findings are summarized as follows: (a) the water depth changes the modal frequencies and vibration pattern of the bridge; (b) the superstructures affect the modal frequencies and frequency response peaks of pier; and (c) a practical method is proposed for seismic design of deepwater rigid-frame bridge by considering the influence of the superstructures.
Experimental and Numerical Assessment into Frequency Domain Dynamic Response of Deep water Rigid-Frame Bridge
The dynamic responses of the deepwater rigid-frame bridge are assessed by underwater shaking table tests and numerical simulations. The frequency domain dynamic responses are estimated to illustrate the effect of water depth and superstructures on the bridge subjected to earthquake loading along the transverse direction. Major findings are summarized as follows: (a) the water depth changes the modal frequencies and vibration pattern of the bridge; (b) the superstructures affect the modal frequencies and frequency response peaks of pier; and (c) a practical method is proposed for seismic design of deepwater rigid-frame bridge by considering the influence of the superstructures.
Experimental and Numerical Assessment into Frequency Domain Dynamic Response of Deep water Rigid-Frame Bridge
Wei, Kai (Autor:in) / Zhang, Jiarui (Autor:in) / Qin, Shunquan (Autor:in)
Journal of Earthquake Engineering ; 26 ; 307-330
02.01.2022
24 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Engineering Index Backfile | 1931
Engineering Index Backfile | 1940
| Engineering Index Backfile | 1932
Engineering Index Backfile | 1950