Economic Evaluation of High-Strength Materials in Stocky Reinforced Concrete Shear Walls-Reference-Cited by-同舟云学术

Economic Evaluation of High-Strength Materials in Stocky Reinforced Concrete Shear Walls

Published:2017-10 Issue:10 Volume:143 Page:04017074
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Barbachyn Steven M.¹,Devine Robert D.¹,Thrall Ashley P.²^ORCID,Kurama Yahya C.³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

2. Myron and Rosemary Noble Assistant Professor of Structural Engineering, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

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.1943-7862.0001377

Reference18 articles.

1. Plastic hinge length of reinforced concrete columns based on the buckling characteristics of longitudinal reinforcement;Asatsu N.;J. Struct. Mech. Earthquake Eng.,2001

2. ASTM. (2016a). “Standard specification for deformed and plain low-carbon chromium steel bars for concrete reinforcement.” ASTM A1035 West Conshohocken PA 8.

3. Effect of high-strength materials on lateral strength of stocky RC walls;Barbachyn S. M.;ACI Struct. J.,2017

4. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. thesis Dept. of Civil Engineering Univ. of Toronto Toronto 310.

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