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Author:

Chen, S.-T. (Chen, S.-T..) | Zhang, W.-X. (Zhang, W.-X..) (Scholars:张文学) | Du, X.-L. (Du, X.-L..) (Scholars:杜修力) | Liu, H.-L. (Liu, H.-L..)

Indexed by:

Scopus PKU CSCD

Abstract:

In order to meet the demand of temperature deformation, generally only one fixed-pier is set in a continuous bridge. As a result, unfortunately, all the longitudinal seismic loads are applied to one fixed pier, which may result in the damage of the fixed pier and the expansion joint, and even lead to a falling-off. For this reason, an acceleration activating locking dowel is developed. The device is designed to be installed between the piers and beams, which can prohibit the relative displacement between the sliding piers and the bridge once the earthquake occurs and help the piers to collaboratively bear the longitudinal seismic force,thus reduce the seismic response. Meanwhile, a case study of a practical project is conducted to illustrate the damping effect of the locking dowel and its influence factors. According to the research results, the locking dowel can significantly reduce the seismic actions on the fixed pier and the relatively displacement between the sliding piers and the bridge, and thus improve the seismic performance of a continuous bridge. Besides, the damping effect of the device is mainly determined by the acceleration activating threshold and locking clearance. © 2016, Engineering Mechanics Press. All right reserved.

Keyword:

Acceleration activating thresholds; Continuous bridge; Locking clearance; Locking dowel; Reducing seismic response

Author Community:

  • [ 1 ] [Chen, S.-T.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Chen, S.-T.]Hebei Engineering Research Center for Traffic Emergency and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang, 050043, China
  • [ 3 ] [Zhang, W.-X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Du, X.-L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Liu, H.-L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • 张文学

    [Zhang, W.-X.]College of Architecture and Civil Engineering, Beijing University of TechnologyChina

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2016

Issue: 2

Volume: 33

Page: 74-80

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 6

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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