Reliability analysis and formula adjustment for shear capacity of concrete shear walls
Case Studies in Construction Materials, 2021 The Unified Standard for Reliability Design of Building Structures of China (GB50068-2001) requires that the average value of a component’s reliability index should not be lower than the target reliability index.
Xiaolong Tong, Fumin Chen, Deguo Zeng
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Residual Shear Capacity of RC Beams without Stirrups after Fire Exposure
Buildings, 2022 To investigate the shear capacity and failure mechanism of RC beams after fire exposure, fourteen full-scale beams without stirrups were tested at ambient temperature and after fire exposure.
Yamin Song, Chuanguo Fu, Shuting Liang
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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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Shear Capacity Stochasticity of Simply Supported and Symmetrically Loaded Reinforced Concrete Beams
Buildings, 2022 For shear tests of reinforced concrete (RC) beams, a simply supported and symmetrical loading system is usually applied. In deterministic analysis, shear capacities of the paired shear spans of such beams are the same. However, considering the randomness
Hui Chen, Wei-Jian Yi, Ke-Jing Zhou
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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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Concrete beams with externally bonded flexural FRP-reinforcement: analytical investigation of debonding failure [PDF]
, 2003 This paper studies the problem of early concrete cover delamination and plate-end failure of reinforced concrete beams strengthened with externally bonded FRP-reinforcement. The accuracy of analytical models and finite element (FE) methods for predicting
Adams +28 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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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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Finite-Element Analysis of Shear-off Failure of Keyed Dry Joints in Precast Concrete Segmental Bridges [PDF]
, 2014 This article has been made available through the Brunel Open Access Publishing Fund.The structural behaviour of precast concrete segmental bridges is largely dependent on the behaviour of the joints between segments.
Giulio Alfano +5 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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