Dual potential capacity model for reinforced concrete beams subjected to shear-Reference-Cited by-同舟云学术

Dual potential capacity model for reinforced concrete beams subjected to shear

Published:2016-09 Issue:3 Volume:17 Page:443-456
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Lee Deuck Hang¹,Han Sun-Jin¹,Kim Kang Su¹

Affiliation:

1. Department of Architectural Engineering; University of Seoul; 130-743 Seoul 163 Seoulsiripdae-ro, Dongdaemun-gu Korea

Funder

Ministry of Land, Infrastructure and Transport

Publisher

Wiley

Subject

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

Reference60 articles.

1. Recent Approaches to Shear Design of Structural Concrete;Ramirez;Journal of Structural Engineering,1998

2. American Association of State Highway & Transportation Officials: AASHTO-LRFD Bridge Design Specifications and Commentary 3 AASHTO Washington, D.C. 2004

3. Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements;Bentz;ACI Structural Journal

4. How Safe Are Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?;Collins;ACI Structural Journal,1999

5. A General Shear Design Method;Collins;ACI Structural Journal,1996

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