Equivalent Moment of Inertia Based on Integration of Curvature-Reference-Cited by-同舟云学术

Equivalent Moment of Inertia Based on Integration of Curvature

Published:2011-06 Issue:3 Volume:15 Page:263-273
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bischoff Peter H.¹²,Gross Shawn P.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of New Brunswick, PO Box 4400, Fredericton, NB, Canada E3B 5A3 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000164

Reference37 articles.

1. Al-Sunna R. A. S. (2006). “Deflection behaviour of FRP-reinforced concrete flexural members.” Ph.D. dissertation University of Sheffield Sheffield England 318.

2. Effect of loading type on the effective moment of inertia of reinforced concrete beams;Al-Zaid R. Z.;ACI Struct. J.,1991

3. American Concrete Institute (ACI) Committee 318. (1971). “Building code requirements for reinforced concrete.” ACI 318-71 ACI Farmington Hills MI 78.

4. American Concrete Institute (ACI) Committee 318. (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 ACI Farmington Hills MI 465.

5. American Concrete Institute (ACI) Committee 435. (1995). “Control of deflection in concrete structures.” ACI 435R-95 ACI Farmington Hills MI 88.

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