Visualization of Deformation of Trough Rib of Orthotropic Steel Deck Under Live Load Using MEMS IMUs and Contact Displacement Gauges-Reference-Cited by-同舟云学术

Visualization of Deformation of Trough Rib of Orthotropic Steel Deck Under Live Load Using MEMS IMUs and Contact Displacement Gauges

Published:2020-10 Issue:10 Volume:25 Page:04020073
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hayama Mizuki¹,Sekiya Hidehiko²,Hirano Shuichi³

Affiliation:

1. Doctoral Student, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan; Highway Technology Research Center, 3-10-11 Toranomon, Minato 105-0001, Japan (corresponding author).

2. Associate Professor, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan.

3. Maintenance and Transportation Division, Metropolitan Expressway Co., Ltd., 1-4-1 Kasumigaseki, Chiyoda 100-8930, Japan.

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.1943-5592.0001607

Reference13 articles.

1. Local stresses in orthotropic steel bridge decks caused by wheel loads

2. Local stress characteristics at cross-beam web cutout in closed rib orthotropic deck;Hanji T.;J. Struct. Eng.,2013

3. Fatigue damage in orthotropic steel bridge decks and retrofit works;Miki C.;Int. J. Steel Struct.,2006

4. Rehabilitation of Strengthening of Orthotropic Steel Bridge Decks

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