Seismic Retrofit of Diagonal Tension Members in Steel Deck-Truss Bridges Using CFRP Sheets-Reference-Cited by-同舟云学术

Seismic Retrofit of Diagonal Tension Members in Steel Deck-Truss Bridges Using CFRP Sheets

Published:2023-06 Issue:3 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pham Ngoc Vinh¹^ORCID,Ohgaki Kazuo²,Hattori Masafumi³^ORCID,Miyashita Takeshi⁴^ORCID,Hidekuma Yuya⁵

Affiliation:

1. Lecturer, Faculty of Civil Engineering, Univ. of Danang-Univ. of Science and Technology, 54 Nguyen Luong Bang St., Danang City 550000, Vietnam (corresponding author). ORCID: .

2. Professor, Dept. of Building Technologists, Institute of Technologists, 333 Maeya, Gyoda, Saitama 361-0038, Japan.

3. Senior Engineer, Nippon Expressway Research Institute Co., Machida, Tokyo 194-8508, Japan. ORCID: .

4. Associate Professor, Dept. of Environmental and Civil Engineering, Nagaoka Univ. of Technology, 1603-1, Kamitomioka Nagaoka, Niigata 940-2188, Japan. ORCID: .

5. Manager, Nippon Steel Chemical & Material Co., 13-1, Nihonbashi 1-chome, Chuo-ku, Tokyo 103-0027, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4169

Reference53 articles.

1. Behavior of hollow steel sections strengthened with CFRP

2. Experimental and analytical investigations on the flexural behavior of CFRP-strengthened composite girders

3. Retrofitting tubular steel T-joints subjected to axial compression in chord and brace members using bonded FRP plates or through-wall steel bolts

4. A direct linear-elastic analysis of double symmetric bonded joints and reinforcements

5. Analysis of cracked steel members reinforced by pre-stress composite patch

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