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Author:

Zhang, Wen-Xue (Zhang, Wen-Xue.) (Scholars:张文学) | Huang, Jian (Huang, Jian.) | Chen, Ying (Chen, Ying.) | Du, Xiu-Li (Du, Xiu-Li.) (Scholars:杜修力)

Indexed by:

EI Scopus PKU CSCD

Abstract:

An aqueduct is a controlling structure in water diversion engineering, which can possibly be damaged during earthquakes, triggering interruptions in the supply of water. Although numerous aqueducts have been built and operated, research on aqueduct earthquake resistance is not sufficient, and simplified seismic design methods for aqueducts are not unified. Based on fluid-structure interaction dynamics and response spectra analysis, a simplified formula was proposed to calculate the transverse seismic response of aqueducts. The obtained result was compared with the results derived using nonlinear finite element time-history response calculation of fluid-structure interaction. It is concluded that the simplified method proposed in this paper can quickly calculate the transverse seismic response of aqueducts. Additionally, the results not only can effectively reflect the damping effect of the water sloshing acting on aqueduct structure, but also matched well with the numerical analysis results. © 2017, Engineering Mechanics Press. All right reserved.

Keyword:

Numerical methods Earthquakes Flood control Frequency response Computer simulation Fluid structure interaction Seismic design Seismic response

Author Community:

  • [ 1 ] [Zhang, Wen-Xue]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Huang, Jian]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Chen, Ying]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Du, Xiu-Li]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [huang, jian]college of architecture and civil engineering, beijing university of technology, beijing; 100124, china

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2017

Issue: 8

Volume: 34

Page: 69-75 and 95

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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