Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers-Reference-Cited by-同舟云学术

Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers

Published:2023-02 Issue:2 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Luong Chanh Nien¹^ORCID,Yang Cancan²^ORCID,Ezzeldin Mohamed³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. ORCID: .

3. Assistant Professor, Dept. of Civil Engineering and School of Computational Science & Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5786

Reference69 articles.

1. Abonyi J. 2022. “Genetic programming MATLAB toolbox.” MATLAB Central File Exchange. Accessed November 10 2021. https://www.mathworks.com/matlabcentral/fileexchange/47197-genetic-programming-matlab-toolbox.

2. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI 318-19. Farmington Hills, MI: ACI.

3. ASTM. 2013. Standard specification for low alloy steel deformed and plain bars for concrete reinforcement. A706/A706M-13. West Conshohocken, PA: ASTM.

4. ASTM. 2018. Standard specification for low-relaxation, seven-wire steel strand for prestressed concrete. ASTM A416/A416M-18. West Conshohocken, PA: ASTM.

5. ASTM. 2020. Standard specification for deformed and plain carbon-steel bars for concrete reinforcement. ASTM A615/A615-20. West Conshohocken, PA: ASTM.

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Research and Modification on the Park-Ang Damage Index for Railway Rectangular Piers;Journal of Earthquake Engineering;2024-09-11

2. Climate-induced deterioration prediction for bridges: an evolutionary computing-based framework;Innovative Infrastructure Solutions;2024-03-24

3. Shake Table Studies of Precast Bridge Columns with a Novel UHPC Connection;IABSE Reports;2024

4. Data-Driven Models for Predicting Drift Ratio Limits of Segmental Post-tensioned Precast Concrete Bridge Piers;Lecture Notes in Civil Engineering;2023

5. Quasistatic Analysis of Precast Segmental Concrete-Filled Steel-Tube Bridge Pier with External Arched Energy Dissipation Device;Materials;2022-12-29