Effect of High-Strength Reinforcement Steel on Shear Friction Behavior-Reference-Cited by-同舟云学术

Effect of High-Strength Reinforcement Steel on Shear Friction Behavior

Published:2017-08 Issue:8 Volume:22 Page:04017038
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barbosa Andre R.¹^ORCID,Trejo David²,Nielson Drew³

Affiliation:

1. Assistant Professor, Oregon State Univ., School of Civil and Construction Engineering, 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

2. Professor, Oregon State Univ., School of Civil and Construction Engineering, 203 Owen Hall, Corvallis, OR 97331.

3. Designer I, Reid Middleton, Inc., 728 134th St. SW, Suite 200, Everett, WA 98204.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001015

Reference24 articles.

1. ASTM. (2016a). “Standard specification for deformed and plain low-carbon chromium steel bars for concrete reinforcement.” A1035/A1035M West Conshocken PA.

2. ASTM. (2016b). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” A615/A615M West Conshocken PA.

3. Seismic performance of high-strength steel RC bridge columns;Barbosa A. R.;J. Bridge Eng.,2015

4. Caltrans. (1994). “Bridge design practice.” California DOT Sacramento CA.

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