Seismic Retrofitting Method Using CFRP Sheets for H-Section Steel Beam with Variable Cross Section-Reference-Cited by-同舟云学术

Seismic Retrofitting Method Using CFRP Sheets for H-Section Steel Beam with Variable Cross Section

Published:2022-04 Issue:4 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pham Ngoc Vinh¹^ORCID,Ohgaki Kazuo²,Miki Toshihiro³,Hidekuma Yuya⁴,Sakurai Shunta⁵

Affiliation:

1. Lecturer, Dept. of Building Technologists, Institute of Technologists, Saitama 361-0038, Japan; 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. Professor Emeritus, Dept. of Civil Engineering, Daido Univ., 10-3 Takiharu-cho Minami-ku, Nagoya 457-8540, Japan.

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

5. Senior Engineer, 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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003292

Reference35 articles.

1. AASHTO. 2010. AASHTO LRFD bridge design specifications. 15th ed. Washington, DC: AASHTO.

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

3. An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips

4. Theoretical and experimental study on notched steel beams strengthened with CFRP plate

5. Variable modulus adhesives: an approach to optimised joint performance

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