Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading-Reference-Cited by-同舟云学术

Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading

Published:2020 Issue:2 Volume:17 Page:
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Yang Yong¹^ORCID,Masuda Takahiro¹^ORCID,Yoshida Eiji¹^ORCID,Horiuchi Satoshi¹^ORCID,Kiriyama Takaharu¹^ORCID

Affiliation:

1. Public Works Research Institute, Brazil

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v17n2/1679-7825-lajss-17-02-e257.pdf

Reference32 articles.

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2. Design of deep pile caps by strut-and-tie models;Adebar P.;ACI Structural Journal,1996

3. Seismic column-to-footing connections using grouted splice sleeves;Ameli M. J.;ACI Structural Journal,2016

4. Numerical modeling of shear behavior of reinforced concrete pile caps;Bloodworth A. G.;Journal of Structural Engineering,2012

5. Efficient two-way shear grillage model solution for bridge RC four-pile caps under wall loading;Cao J.;Journal of Bridge Engineering,2019

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