Drift Ratio Limit States for Circular Concrete Columns Reinforced with Different Types of High-Strength Steel Reinforcing Bars-Reference-Cited by-同舟云学术

Drift Ratio Limit States for Circular Concrete Columns Reinforced with Different Types of High-Strength Steel Reinforcing Bars

Published:2022-04 Issue:4 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Aldabagh Saif¹,Alam M. Shahria²^ORCID

Affiliation:

1. Postdoctoral Fellow, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7.

2. Professor and Tier-1 Principal’s Research Chair in Resilient & Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001845

Reference48 articles.

1. AASHTO. 2014. Guide specifications for LRFD seismic bridge design. Washington, DC: AASHTO.

2. AASHTO. 2017. LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

3. ACI (American Concrete Institute). 2019a. Building code requirements for reinforced concrete. ACI 318. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2019b. Guide for the use of ASTM A1035/A1035M type CS grade 100 (690) steel bars for structural concrete. ACI 439.6R. Farmington Hills, MI: ACI.

5. High-Strength Steel Reinforcement (ASTM A1035/A1035M Grade 690): State-of-the-Art Review

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