Robustness-Based Condition Evaluation Framework for Through Tied-Arch Bridge-Reference-Cited by-同舟云学术

Robustness-Based Condition Evaluation Framework for Through Tied-Arch Bridge

Published:2023-04 Issue:2 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Fan Bing-hui¹^ORCID,Wang Su-guo²^ORCID,Chen Bao-chun³,Chao Peng-fei⁴,Sun Qi⁵

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., No. 2, The North Wulongjiang Rd., Fuzhou City, Fujian 350108, China. ORCID: .

2. Associate Professor, College of Civil Engineering, Fuzhou Univ., No. 2, The North Wulongjiang Rd., Fuzhou City, Fujian 350108, China (corresponding author). ORCID: .

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2, The North Wulongjiang Rd., Fuzhou City, Fujian 350108, China.

4. Senior Engineer, Fujian Yongzheng Construction Quality Inspection Co., Ltd., No.66 Dongyuan Vil., Jin’an District, Fuzhou City, Fujian 350012, China.

5. Graduate Research Assistant, College of Civil Engineering, Fuzhou Univ., No. 2, The North Wulongjiang Rd., Fuzhou City, Fujian 350108, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4048

Reference14 articles.

1. AASHTO. 2018. The manual for bridge evaluation. 3rd ed. Washington, DC: AASHTO.

2. Elementary concepts of structural robustness of bridges and viaducts

3. Application of concrete-filled steel tube arch bridges in China: Current status and prospects;Chen B.;China Civ. Eng. J.,2017

4. Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse

5. Critical shear crack theory-based punching shear model for FRP-reinforced concrete slabs

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