Case Study on the Effect of 690 mpa (100 ksi) Steel Reinforcement on Concrete Productivity in Buildings-Reference-Cited by-同舟云学术

Case Study on the Effect of 690 mpa (100 ksi) Steel Reinforcement on Concrete Productivity in Buildings

Published:2013-11 Issue:11 Volume:139 Page:04013025
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Thomas Aaron¹,Davis Brad²,Dadi Gabriel B.³,Goodrum Paul M.⁴

Affiliation:

1. Project Engineer, Palmer Engineering, Winchester, KY 40392.

2. Assistant Professor of Structural Engineering, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506 (corresponding author).

3. Assistant Professor of Construction Engineering and Management, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.

4. Nicholas R. Petry Professor of Construction Engineering and Management, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, CO 80309.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CO.1943-7862.0000699

Reference18 articles.

1. American Concrete Institute (ACI). (1956). “Building code requirements for reinforced concrete.” ACI 318-56 Detroit.

2. American Concrete Institute (ACI). (1963). “Building code requirements for reinforced concrete.” ACI 318-63 Detroit.

3. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

4. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

5. American Concrete Institute Innovation Task Group 6. (2010). Design guide for the use of ASTM A1035/A1035M Grade 100 (690) steel bars for structural concrete Farmington Hills MI.

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