Transfer from defective bridge information model to defect analysis model based on industry foundation classes-Reference-Cited by-同舟云学术

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Transfer from defective bridge information model to defect analysis model based on industry foundation classes

Published:2024-05-25 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Xu Shuyuan¹^ORCID,Wang Jun²,Wang Xiangyu³⁴

Affiliation:

1. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, China

2. School of Engineering, Design and Built Environment, Western Sydney University, Kingswood, Australia

3. School of Design and the Built Environment, Curtin University, Bentley, Perth, Australia

4. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2357673

Reference55 articles.

1. AASHTO. (2019). Manual for bridge element inspection (2nd Edition) [978-1-56051-723-8]. Washington, DC: AASHTO.

2. ACI. (2014). Building code requirements for structural concrete (ACI 318-14) and commentary (ACI 318R-14). Farmington Hills, MI: American Concrete Institute.

3. ASCE. (2014). Seismic evaluation and retrofit of existing buildings [ASCE/SEI 41-13]. Reston, VA: American Society of Civil Engineers.

4. Kassimali, A. Matrix Analysis of Structures, Cengage Learning, Stamford (2012). 2.

5. Building-Information-Modeling–Based Earthquake Damage Assessment for Reinforced Concrete Walls

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