Seismic Performance of High-Performance Fiber-Reinforced Cement-Based Composite Structural Members: A Review-Reference-Cited by-同舟云学术

Seismic Performance of High-Performance Fiber-Reinforced Cement-Based Composite Structural Members: A Review

Published:2022-10 Issue:10 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shao Yi¹^ORCID,Nguyen Wilson²^ORCID,Bandelt Matthew J.³^ORCID,Ostertag Claudia P.⁴^ORCID,Billington Sarah L.⁵

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author). ORCID: .

2. Transportation Engineer, California Dept. of Transportation, 111 Grand Ave., Oakland, CA 94612. ORCID: .

3. Associate Professor, John A. Reif, Jr., Dept. of Civil and Environmental Engineering, New Jersey Institute of Technology, Newark, NJ 07102. ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720. ORCID: .

5. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003428

Reference134 articles.

1. Structural behavior of rubberized engineered cementitious composite beam-column joints under cyclic loading;Abdelaleem B. H.;ACI Struct. J.,2020

2. Experimental seismic behavior of ultra-high performance concrete columns with high strength steel reinforcement

3. Tensile fracture characteristics of Green Ultra-High Performance Fiber-Reinforced Concrete (G-UHP-FRC) with longitudinal steel reinforcement

4. Behavior of columns constructed with fibers and self-consolidating concrete;Aoude H.;ACI Struct. J.,2009

5. Arteta C. A. D. V. To and J. P. Moehle. 2014. “Experimental response of boundary elements of code-compliant reinforced concrete shear walls.” In Proc. 10th US National Conf. on Earthquake Engineering: Frontiers of Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

Cited by 12 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 application of rapid reconstruction technology to existing bridge guardrails based on UHPC connection;Advances in Bridge Engineering;2024-09-01

2. Joint shear strength prediction for fiber reinforced concrete beam-to-column connections;Engineering Structures;2024-06

3. Ensemble-learning model based ultimate moment prediction of reinforced concrete members strengthened by UHPC;Engineering Structures;2024-04

4. Bending resistance mechanism of prestressed ultra-high performance concrete - reinforced concrete beam based on a full-scale experiment;Advances in Structural Engineering;2024-03-05

5. Sustainable ultra-high-performance concrete materials and structures;Sustainable Concrete Materials and Structures;2024