Results 61 to 70 of about 203,884 (214)
Cyclic Performance of Beam-Column Joints with Extended Column Fixed at Base: Part I - Experimental Investigation [PDF]
, 1993 http://www.icevirtuallibrary.com/content/journals “Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees.”The seismic performance of a non-seismically detailed reinforced ...
Joyklad, P., Pimanmas, A., Dhakal, R.P.
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Damage Characterization of Beam-Column Joints Reinforced with GFRP Under Reversed Cyclic Loading
, 2009 The use of fiber reinforced polymer (FRP) reinforcement in concrete structures has been on the rise due to its advantages over conventional steel reinforcement such as corrosion.
Said, Aly M.
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Strengthening RC beam–column connections with FRP strips [PDF]
Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2009 Reinforced concrete connections, designed prior to the implementation of earthquake design standards, may be vulnerable to shear failure during a seismic attack. Addition of externally bonded fibre-reinforced polymer (FRP) composites can enhance not just the shear capacity but the deformation and energy absorption capacity of the connection.
Shrestha, Rijun +2 more
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International Journal of Concrete Structures and Materials, 2018 This paper proposes an advanced near-surface-mounted (NSM) technique with an Fe-based shape-memory alloy (Fe-SMA) strip which can solve issues of low workability and reduced ductility of reinforced concrete (RC) beams strengthened with an NSM technique ...
Kinam Hong +3 more
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工程科学学报, 2023 Rebar corrosion is the principal factor affecting the service performance of reinforced concrete (RC) structures. Corrosion reduces the effective area of rebars as well as performance, and weakens the pin bolt effect of rebar on concrete.
Liu JIN +3 more
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Computational study on shear strengthening of RC continuous beams using CFRP sheet [PDF]
, 2011 This research studied the feasibility and effectiveness of a new method of strengthening existing RC continuous beams in shear by using CFRP strips.
Alnatit, Nabil Mohamed Emhdab
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Cyclic response of RC beam-column joints reinforced with plain bars: an experimental testing campaign [PDF]
, 2012 Existing reinforced concrete (RC) buildings constructed until the mid-70’s, with plain reinforcing bars, are expected to behave poorly when subjected to earthquake actions.
Costa, A. +3 more
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Shear capacity of RC beams at elevated temperatures [PDF]
Magazine of Concrete Research, 2015 Fire safety is a critical criterion for designing reinforced concrete structures. With the introduction of performance-based design, structural engineers need design tools to assess the capacity of different elements during fire exposure. This paper proposes an analytical method to predict the shear capacity of reinforced concrete beams exposed to ...
Youssef, Maged A. +2 more
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MATEC Web of Conferences, 2018 This paper investigates the behavior of RC beams strengthened in shear with UHPFRC. In order to ensure high quality and facilitate the strengthening process on site applications, it has been considered to apply UHPFRC as a plate pasted on concrete using ...
Sakr Mohammed A. +3 more
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Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth
International Journal of Concrete Structures and Materials, 2019 This paper investigates numerically and experimentally the performance of reinforced concrete (RC) beam with unequal depths subjected to combined bending and shear.
A. Hamoda, A. Basha, S. Fayed, K. Sennah
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