Seismic Retrofitting of Rectangular Bridge Piers with Deficient Lap Splices Using Ultrahigh-Performance Fiber-Reinforced Concrete-Reference-Cited by-同舟云学术

Seismic Retrofitting of Rectangular Bridge Piers with Deficient Lap Splices Using Ultrahigh-Performance Fiber-Reinforced Concrete

Published:2018-02 Issue:2 Volume:23 Page:04017129
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dagenais Marc-André¹,Massicotte Bruno²,Boucher-Proulx Guillaume³

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Royal Military College of Canada, Station Forces, P.O. Box 17000, Kingston, ON, Canada K7K 7B4.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Station Centre-ville, P.O. Box 6079, Montréal, QC, Canada H3C 3A7 (corresponding author).

3. Senior Bridge Engineer, CIMA+, 2147 Rue de la Province, Longueuil, QC, Canada J4G 1Y6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001173

Reference27 articles.

1. AIS 3.1 [Computer software]. Polytechnique Montreal.

2. Textile-Reinforced Mortar versus FRP Jacketing in Seismic Retrofitting of RC Columns with Continuous or Lap-Spliced Deformed Bars

3. Rehabilitation and Strengthening of Concrete Structures Using Ultra-High Performance Fibre Reinforced Concrete

4. Seismic retrofit of circular bridge columns for enhanced flexural performance;Chai Y. H.;ACI Struct. J.,1991

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