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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Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions
TL;DR: In this article, performance-based earthquake engineering tools are applied to a potential seismic safety problem: older non-ductile reinforced concrete frame structures, which may pose a threat to public safety in future earthquakes.
Journal ArticleDOI
Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams
TL;DR: In this article, a conceptual model for the prediction of the shear-flexural strength of slender reinforced concrete beams with and without transverse reinforcement is presented, and the model is validated by comparing its predictions with the results of 1131 shear tests, obtaining very good results in terms of mean value and coefficient of variation.
Journal ArticleDOI
Strengthening of flat slabs against punching shear using post-installed shear reinforcement
TL;DR: In this paper, an innovative system overcoming most of the previous difficulties is presented, which consists of inclined shear reinforcement installed within existing flat slabs by drilling holes only from the soffit of the slab and by bonding it with high-performance epoxy adhesive.
Journal ArticleDOI
Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art
TL;DR: In this article, a review of fiber beam-column elements with shear is presented, underlying their most prominent characteristics and shortcomings, where relevant, with the objective of providing those interested in the topic with a relatively comprehensive overview.
Journal Article
Authors’ closure on discussion by A. Windisch of paper “Strengthening of flat slabs against punching shear using post-installed shear reinforcement”
TL;DR: Fernandez et al. as mentioned in this paper proposed a critical crack theory based on the armature de poinconnement, dalle and the theory of the fissure critique of the critical crack.