Structural Assessment of Concrete Cable-Stayed Bridge after Replacement of Closure Segment: The Service Stage-Reference-Cited by-同舟云学术

Structural Assessment of Concrete Cable-Stayed Bridge after Replacement of Closure Segment: The Service Stage

Published:2020-08 Issue:3 Volume:25 Page:04020023
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Li Hongjiang¹^ORCID

Affiliation:

1. Research Fellow, Research Institute of Highway, Ministry of Transport, 8 Xitucheng Rd., Haidian District, Beijing 100088, PR China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000508

Reference18 articles.

1. Experimental and Analytical Studies on Static and Dynamic Characteristics of Steel Box Girder for Runyang Cable-Stayed Bridge

2. Temperature effect analysis for structural state estimation of Pc cable-stayed bridge;Li H.;J. Civ. Archit. Environ. Eng.,2009

3. Construction stage analysis on replacement of closure segment in prestressed concrete cable-stayed bridges;Li H.;J. Civ. Archit. Environ. Eng.,2012

4. Li H. T. Fang and S. Cheng. 2008. “Dynamic characteristics of the Yonghe Bridge in Tianjin after maintenance and strengthening.” [In Chinese.] In Proc. National Symp. on Strengthening Retrofitting and Evaluation for Existing Bridges 50–54. Beijing: China Communications Press.

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