Truss-Arch Model for Shear Strength of Shear-Critical Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Truss-Arch Model for Shear Strength of Shear-Critical Reinforced Concrete Columns

Published:2013-04 Issue:4 Volume:139 Page:548-560
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pan Zuanfeng¹,Li Bing²

Affiliation:

1. Lecturer, School of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Associate Professor, Nanyang Technological Univ., Singapore 639798; and Director, Natural Hazards Research Centre (NHRC), Nanyang Technological Univ., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000677

Reference34 articles.

1. Recent Approaches to Shear Design of Structural Concrete

2. Simplified modified compression field theory for calculating the shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

3. Bett B. J. Klingner R. E. and Jirsa J. O. (1985). “Behavior of strengthened and repaired reinforced concrete columns under cyclic deformations.” PMFSEL Rep. 85-3 Dept. of Civil Engineering Univ. of Texas Austin TX.

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