Verification of the Reinforcement Effect of an SFRC Pavement under a Live Load Based on Visualization of Deformation of a Trough Rib of an Orthotropic Steel Deck Using MEMS IMUs and Contact Displacement Gauges-Reference-Cited by-同舟云学术

Verification of the Reinforcement Effect of an SFRC Pavement under a Live Load Based on Visualization of Deformation of a Trough Rib of an Orthotropic Steel Deck Using MEMS IMUs and Contact Displacement Gauges

Published:2022-05 Issue:5 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hayama Mizuki¹,Sekiya Hidehiko²,Nagai Masanobu³

Affiliation:

1. Doctoral Student, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya-ku, Tokyo 158-8557, Japan; Shutoko Technology Center, 3-10-11 Toranomon, Minato-ku, Tokyo 105-0001, Japan.

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

3. Dept. of Maintenance and Traffic Management, Metropolitan Expressway, 1-4-1 Kasumigaseki, Chiyoda-ku, Tokyo 100-8930, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001863

Reference27 articles.

1. de Jong, F. 2004. “Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands.” In Proc., Int. Orthotropic Bridge Conf., 489–512. Reston, VA: ASCE.

2. de Jong, F., and M. H. Kolstein. 2004. “Strengthening a bridge deck with high performance concrete.” In Proc., Int. Orthotropic Bridge Conf., 328–347. Reston, VA: ASCE.

3. Evaluation of Cracking in the Rib-to-Deck Welds of the Bronx–Whitestone Bridge

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

5. FATIGUE ASSESSMENT FOR WELD BETWEEN DECK PLATE AND U-RIB IN ORTHOTROPIC STEEL DECKS WITH CONSIDERATION OF PAVEMENT PROPERTIES

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