Investigation of Intraclass Correlation of Seismic Capacity for RC Bridge Piers Based on Hierarchical Model-Reference-Cited by-同舟云学术

Investigation of Intraclass Correlation of Seismic Capacity for RC Bridge Piers Based on Hierarchical Model

Published:2024-09 Issue:3 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Chen Libo¹^ORCID,Mo Ruchun²,Chen Yu³,Guo Zhan⁴,Zheng Zhenfeng²

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China (corresponding author). ORCID: .

2. Graduate Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China.

4. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1253

Reference29 articles.

1. Information Theory and an Extension of the Maximum Likelihood Principle

2. Baker J. W. 2008. “Introducing correlation among fragility functions for multiple components.” In Proc. 14th World Conf. on Earthquake Engineering 12–17. Beijing: Chinese Association of Earthquake Engineering International Association for Earthquake Engineering.

3. An introduction to modern missing data analyses

4. Berry, M., M. Parrish, and M. Eberhard. 2004. Peer structural performance database user’s manual (version 1.0). Berkeley, CA: Univ. of California, Berkeley.

5. A simplified guide to determination of sample size requirements for estimating the value of intraclass correlation coefficient: A review;Bujang M. A.;Arch. Orofacial Sci.,2017