TY - JOUR
T1 - Simplified calculation method for transverse seismic response of aqueducts considering fluid-structure interaction
AU - Chen, Ying
AU - Huang, Jian
AU - Zhang, Wenxue
AU - Li, Yunkai
N1 - Publisher Copyright:
© JVE INTERNATIONAL LTD.
PY - 2017/12/1
Y1 - 2017/12/1
N2 - Aqueduct is the key structure in water conveyance engineering, which may be damaged during earthquake. Although numerous water conveyance designs have been built, the current state of researches on aqueduct aseismic design is inadequate. In this paper, based on the fluid-structure interaction dynamics and response spectra analysis, a simplified analysis method was proposed to evaluate the transverse seismic response of aqueducts, and the simplified calculating results were compared with the results of the nonlinear finite element calculation of fluid-structure interaction and experimental results. The results showed that the simplified analysis method put forward in this paper could be used to evaluate the transverse seismic response of aqueducts. In the condition that the pier height is less than 40 m, the first-order lateral vibration mode of the aqueduct has a higher model contribution rate; the simplified calculation method can achieve extremely high accuracy. The simplified calculation precision decreases as the height increases when the pier height exceeds 40 m.
AB - Aqueduct is the key structure in water conveyance engineering, which may be damaged during earthquake. Although numerous water conveyance designs have been built, the current state of researches on aqueduct aseismic design is inadequate. In this paper, based on the fluid-structure interaction dynamics and response spectra analysis, a simplified analysis method was proposed to evaluate the transverse seismic response of aqueducts, and the simplified calculating results were compared with the results of the nonlinear finite element calculation of fluid-structure interaction and experimental results. The results showed that the simplified analysis method put forward in this paper could be used to evaluate the transverse seismic response of aqueducts. In the condition that the pier height is less than 40 m, the first-order lateral vibration mode of the aqueduct has a higher model contribution rate; the simplified calculation method can achieve extremely high accuracy. The simplified calculation precision decreases as the height increases when the pier height exceeds 40 m.
KW - Aqueduct
KW - Aseismic design
KW - Fluid-structure interaction
KW - Model contribution rate
KW - Response spectra
UR - http://www.scopus.com/inward/record.url?scp=85041902650&partnerID=8YFLogxK
U2 - 10.21595/jve.2017.18124
DO - 10.21595/jve.2017.18124
M3 - Article
AN - SCOPUS:85041902650
SN - 1392-8716
VL - 19
SP - 6135
EP - 6151
JO - Journal of Vibroengineering
JF - Journal of Vibroengineering
IS - 8
ER -