Results 21 to 30 of about 390,061 (284)
Seismic Response of a Platform-Frame System with Steel Columns [PDF]
, 2017 Timber platform-frame shear walls are characterized by high ductility and diffuse energy dissipation but limited in-plane shear resistance. A novel lightweight constructive system composed of steel columns braced with oriented strand board (OSB) panels ...
De Stefani, Lorenzo +4 more
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Shear Capacity of Demountable Shear Connectors
Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, 2012 No Much of the environmental impact of buildings is associated with consumption of resources and generation of waste. The construction industry in Europe consumes over 70,000 million tonnes of a wide range of materials each year, and generates over 250 million tonnes of waste. Reducing waste is a priority for all the European Governments.
Lam, Dennis, Saveri, E.
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Advances in Civil Engineering, 2021 Steel-concrete composite beam has been widely applied in civil engineering, and the concrete during operation may crack due to the large shear force at the wet joint.
Fan Feng +4 more
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Analysis of Shear Capacity of GFRP Reinforced Beams without Stirrups According to Selected Design Standards [PDF]
Archives of Civil Engineering, 2020 The aim of this paper is a comparative analysis of the experimental test results of twenty T-section beams reinforced with glass fiber reinforced polymer (GFRP) bars without stirrups with predicted values of the shear capacity according to the following ...
Monika Kaszubska, Renata Kotynia
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Analytical modeling of reinforced concrete columns subjected to bidirectional shear [PDF]
, 2017 Under general seismic loading, reinforced concrete columns may be subjected to lateral loads in more than one direction. Available experimental data on columns subjected to bidirectional forces indicate that higher levels of damage and a higher loss of ...
Bairán García, Jesús Miguel +2 more
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Engineering model for SFRC shear strength based on the MC2010 MCFT approach [PDF]
, 2017 Recent developments and ongoing research in the field of steel fibre reinforced concrete (SFRC) have led to its implementation into national and international design codes and guidelines.
Matthys, Stijn, Soetens, Tim
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Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]
, 2015 It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A. +2 more
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Buildings, 2021 Different from the traditional concrete mixing procedure, the innovative post-filling coarse aggregate concrete (PFCC) reduces the cost of pumping concrete by increasing the coarse aggregate content and reducing the usage of cement. Previous studies have
Jinqing Jia +4 more
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A Feasibility Study of BBP for predicting shear capacity of FRP reinforced concrete beams without stirrups. [PDF]
, 2016 yesShear failure of concrete elements reinforced with Fiber Reinforced Polymer (FRP) bars is generally brittle, requiring accurate predictions to avoid it.
Ashour, Ashraf F., Golafshani, E.M.
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Enhancing shear capacity of thin slabs with
Structural Concrete, 2021 AbstractEmploying non‐metallic reinforcement made of fiber‐reinforced polymers (FRPs) as textile grids is one promising extension of the utilization range of FRP in concrete construction, and thin planar elements reinforced in this manner have high application potential in bridge or parking garage decks, in façades, or in webs and flanges of hollow ...
Jan Bielak, Josef Hegger
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