Flexural Members with High-Strength Reinforcement: Behavior and Code Implications-Reference-Cited by-同舟云学术

Flexural Members with High-Strength Reinforcement: Behavior and Code Implications

Published:2014-05 Issue:5 Volume:19 Page:04014003
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shahrooz Bahram M.¹,Reis Jonathan M.²,Wells Elizabeth L.³,Miller Richard A.⁴,Harries Kent A.⁵,Russell Henry G.⁶

Affiliation:

1. Professor of Structural Engineering, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, 765 Baldwin Hall, Cincinnati, OH 45255 (corresponding author).

2. Structural Engineer, Woolpert, 4454 Idea Center Blvd., Dayton, OH 45430-1500; formerly, Graduate Research Assistant, Univ. of Cincinnati, Cincinnati, OH 45255.

3. Structural Engineer, PCI Skanska, 10227 Belmont Ct., Evansville, IN 47711; formerly, Graduate Research Assistant, Univ. of Cincinnati, Cincinnati, OH 45255.

4. Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, 765 Baldwin Hall, Cincinnati, OH 45255.

5. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 742 Benedum Hall, Pittsburgh, PA 15261.

6. Engineering Consultant, Henry G. Russell, Inc., 720 Coronet Rd., Glenview, IL 60025.

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.1943-5592.0000571

Reference15 articles.

1. American Concrete Institute (ACI). (1971). “Building code requirements for reinforced concrete.” ACI 318-71 Farmington Hills MI.

2. American Concrete Institute (ACI). (2011). “Building code requirements for reinforced concrete and commentary.” ACI 318-11/ACI 318R-11 Farmington Hills MI.

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