Proposed Shear Design Method for FRP-Reinforced Concrete Members without Stirrups

2006 ◽  
Vol 103 (1) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Design Method ◽  
Concrete Members ◽  
Shear Design

Shear Design Method of Eurasia for Concrete Members

2020 ◽  
Vol 117 (3) ◽  
Keyword(s):  
Design Method ◽  
Concrete Members ◽  
Shear Design

scholarly journals UTILITY SHEAR DESIGN EQUATIONS FOR REINFORCED CONCRETE MEMBERS APPLYING PLASTICITY

1990 ◽  
Vol 417 (0) ◽  
pp. 31-45 ◽  
Author(s):  
Hiroshi KURAMOTO ◽  
Koichi MINAMI
Keyword(s):  
Reinforced Concrete ◽  
Concrete Members ◽  
Shear Design

scholarly journals DESIGN METHOD FOR REINFORCED CONCRETE MEMBERS UNDER TORSION

1973 ◽  
Vol 1973 (218) ◽  
pp. 87-101 ◽  
Author(s):  
Hiroshi Matsushima
Keyword(s):  
Reinforced Concrete ◽  
Design Method ◽  
Concrete Members

A new approach to shear design of slender reinforced concrete members without transverse reinforcement

2016 ◽  
Vol 107 ◽  
pp. 180-194 ◽  
Author(s):  
Nguyen Duc Tung ◽  
Nguyen Viet Tue
Keyword(s):  
Reinforced Concrete ◽  
Transverse Reinforcement ◽  
New Approach ◽  
Concrete Members ◽  
Shear Design

Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete

2006 ◽  
Vol 33 (5) ◽  
pp. 521-534 ◽  
Author(s):  
Evan C Bentz ◽  
Michael P Collins
Keyword(s):  
Reinforced Concrete ◽  
Prestressed Concrete ◽  
Structural Design ◽  
Design Method ◽  
Building Codes ◽  
Basic Assumptions ◽  
Shear Design ◽  
Shear Building ◽  
Simple Equations ◽  
General Method

This paper describes the development of the 2004 Canadian Standards Association (CSA) A23.3 shear design provisions for reinforced and prestressed concrete structures. These methods are similar to the 1994 standard in providing a simplified and general shear design method. They differ from previous standards by providing a direct link between these two methods and simple equations for the calculation of β and θ used in the general method rather than providing these values in a table. The paper explains the basic assumptions behind the new shear provisions, provides a derivation of the new equations, and compares designs made with the new equations to designs obtained from previous standards. In general, the new shear provisions require slightly less shear reinforcement than that required by the previous standard. The new general method is significantly easier to use, particularly with spreadsheets.Key words: shear, building codes, reinforced concrete, size effect, structural design.

Shear Design Method of Eurasia for Concrete Members

2020 ◽  
Author(s):  
Meirzhan Yerzhanov ◽  
Deuckhang Lee
Keyword(s):  
Design Method ◽  
Concrete Members ◽  
Shear Design
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