Deformações nas diagonais comprimidas em blocos sobre duas estacas
Existem vários modelos para o dimensionamento de blocos sobre estacas, sendo que um deles é o modelo de escoras (bielas) e tirantes. Escoras são representações gráficas dos fluxos das tensões principais de compressão de um dado elemento, enquanto que os ...
R. G. Delalibera, J. S. Giongo
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Reinforced concrete beam elements are submitted to applicable loads along their life cycle that cause shear and torsion. These elements may be subject to only shear, pure torsion or both, torsion and shear combined.
R. Barros, J.S. Giongo
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Experimental Investigation on Shear Capacity of Steel-Fiber-Reinforced High-Strength Concrete Corbels. [PDF]
Li SS +6 more
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Perancangan Pile Cap Menggunakan Metode Strut and Tie Model
Perancangan struktur pile cap pada umumnya menggunakan metode konvensional yang mengasumsikan semua daerah mengalami regangan linier. Kenyataannya distribusi regangan pada penampang struktur pile cap mengalami regangan non-linier. Maka diperlukan metode analisis yang mendekati perilaku pile cap sebenarnya, yaitu dengan metode strut and tie model pada ...
Annisa Wijaya, null Sukarman
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Experimental Study and Calculation Methods of Shear Capacity for High-Strength Reinforced Concrete Full-Scale Deep Beams. [PDF]
Li S, Wu Z, Zhang J, Xie W.
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Full-Scale Fatigue Test and Finite Element Analysis on External Inclined Strut Welded Joints of a Wide-Flanged Composite Box Girder Bridge. [PDF]
Wang B +6 more
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Strut and tie model for predicting shear behavior of interior RC beam column joints under seismic loading. [PDF]
Zhao W, Yan Y, Yue Y, Xue R, Yan X.
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Heuristic Optimization of a New Type of Prestressed Arched Truss. [PDF]
Partskhaladze G +5 more
europepmc +1 more source
Experimental Investigation of Shear Connection in Precast Concrete Sandwich Panels with Reinforcing Ribs. [PDF]
Macháček J +3 more
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Pile caps with inclined shear reinforcement and steel fibers. [PDF]
Nzambi A +4 more
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