Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders-Reference-Cited by-同舟云学术

Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders

Published:2022-01 Issue:1 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Cuihua¹,Lu Bing²,Wang Chengtong³,Peng Weibing⁴^ORCID

Affiliation:

1. Assistant Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou, 310014, China.

2. Assistant Professor, Jiangsu Key Laboratory of Structural Engineering, Suzhou Univ. of Science and Technology, Suzhou 215011, China.

3. Master Student, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

4. Professor, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China (corresponding author). ORCID: .

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.1943-5592.0001805

Reference29 articles.

1. AASHTO. 2020. AASHTO LRFD Bridge design specifications. LRFDBDS-9. Washington DC: AASHTO.

2. State-of-the-art of precast/prestressed concrete spliced-girder bridge;Abdel-Karim A. M.;Concr. Constr,1995

3. ACI (American Concrete Institute). 2014. Building code requirements for structural concrete. ACI 318-14. Farmington Hills MI: ACI.

4. Brincker, R., C. E. Ventura, P. Andersen, and S. Spie. 2001. “Damping estimation by frequency domain decomposition.” In Proc., Int. Modal Analysis Conf., 698–703. Orlando, FL: Society for Experimental Mechanics.

5. Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges

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