Experimental Study on the Possibility of Using Steel Fiber–Reinforced Concrete to Reduce Conventional Rebars in Beam-Column Joints-Reference-Cited by-同舟云学术

Experimental Study on the Possibility of Using Steel Fiber–Reinforced Concrete to Reduce Conventional Rebars in Beam-Column Joints

Published:2012-12 Issue:12 Volume:24 Page:1461-1473
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Niwa Junichiro¹,Shakya Kabir²,Matsumoto Koji³,Watanabe Ken⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Tokyo Institute of Technology, 2-12-1-M1-17, O-okayama, Meguro-ku, Tokyo 152-8552, Japan (corresponding author).

2. Doctoral Student, Dept. of Civil Engineering, Tokyo Institute of Technology, Japan.

3. Assistant Professor, Dept. of Civil Engineering, Tokyo Institute of Technology, Japan.

4. Senior Researcher, Structures Technology Division, Railway Technical Research Institute, Tokyo, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000536

Reference35 articles.

1. American Concrete Institute (ACI) Committee 544. (1996). “State-of-the-art report on fiber reinforced concrete.” ACI 544.1R-96 Farmington Hills Detroit MI.

2. American Concrete Institute (ACI) Committee 544. (1999). “Design consideration for steel fiber reinforced concrete.” ACI 544.4R-88 Farmington Hills Detroit MI.

3. Reduction of lateral reinforcement in seismic beam-column connection via application of steel fibers;Bayasi Z.;ACI Struct. J.,2002

4. Behavior of deficient joints with plain bars and low-strength concrete;Bedirhanoglu I.;ACI Struct. J.,2010

5. Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete

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