Journal ArticleDOI
The modified compression-field theory for reinforced concrete elements subjected to shear
Frank J. Vecchio,Michael P. Collins +1 more
- Vol. 83, Iss: 2, pp 219-231
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The article was published on 1986-03-01. It has received 2577 citations till now. The article focuses on the topics: Modified Compression Field Theory & Shear (geology).read more
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Eliminating Shrinkage Effect from Moment Curvature and Tension Stiffening Relationships of Reinforced Concrete Members
TL;DR: In this paper, a numerical procedure has been proposed for eliminating shrinkage from moment-curvature and tension-stiffening relationships, which is based on the smeared crack approach and layer section model.
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Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups
TL;DR: In this paper, the behavior of Reinforced Concrete Beams with High-Strength Stirrups is discussed. But the authors do not discuss the author's closure, if any, if the discussion is received by March 1, 2012.
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Size Effect in Shear for Steel Fiber-Reinforced Concrete Members without Stirrups
Journal ArticleDOI
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies
TL;DR: In this article, the use of fiber reinforced polymers (FRP) represents an interesting option to inhibit the formation of partial collapse mechanisms on macro-blocks, which is a typical failure mode shown by masonry churches under seismic actions.
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Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement
TL;DR: In this article, the authors proposed a new model for the calculation of crack spacings and crack widths in steel fiber-reinforced concrete members containing conventional steel reinforcing bars (R/SFRC).