Results 51 to 60 of about 143,496 (212)
Experimental and numerical analysis of the cyclic behaviour of RC beam-column connections with plain reinforcing bars [PDF]
, 2012 The information available in the literature about the cyclic behaviour of reinforced concrete elements with plain reinforcing bars is scarce. As a consequence, the influence of bar slippage in elements with plain bars is not yet comprehensively ...
Costa, A. +3 more
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Upgrading cyclic response of heat-damaged RC beam-column joints using CFRP sheets
Case Studies in Construction Materials, 2022 In this study, experimental work is used to determine the efficacy of carbon fiber reinforced polymer (CFRP) sheets, which are used as externally bonded reinforcement in recovering the structural performance and mitigating the failure mechanism of heat ...
Ayah A. Alkhawaldeh, Rajai Z. Al-Rousan
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Semi rigid connections and their influence on steel column behaviour. [PDF]
, 1980 A review of the development of the analysis of frames with semi-rigid end restraint is given, including the treatment of frame stability and effective lengths. The available experimental data relating to the moment versus in-plane
Jones, Stephen Winford
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MATEC Web of Conferences, 2017 Data examination regarding historical earthquakes in Indonesia has revealed that damages occurred mostly in non-engineered buildings. Many non-engineered buildings have serious design and construction deficiencies in using concrete of inadequate quality ...
Rahmi Yulita +2 more
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Steel beam–column joint with discontinuous vertical reinforcing bars
Journal of Civil Engineering and Management, 2017 The authors have previously proposed steel beam–column connections for precast concrete frames. The steel–concrete composite frames combined the advantages of the fast assembly of steel and the low cost of concrete structures.
Ju-Yun Hu, Won-Kee Hong
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A design criteria of beam-to-column joint panels
Bulletin of the New Zealand Society for Earthquake Engineering, 1974 The performance of beam-to-column joint panels of steel frames under horizontal loading is surveyed in elastic and plastic regions. Then the influence of shear deformation of those joint panels on the frame stiffness is investigated. It is found that the frame stiffness reduces remarkably when the yielding of joint panels takes place.
openaire +2 more sources
Behavior of Damaged Exterior RC Beam-Column Joints Strengthened by CFRP Composites
Latin American Journal of Solids and StructuresThis paper presents an experimental investigation on the behavior of retrofitted beam-column joints subjected to reversed cyclic loading. The experimental program comprises 8 external beam-column joint connection subassemblages tested in 2 phases; one ...
Ebrahim Zamani Beydokhty +1 more
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Experimental Tests of Steel Unstiffened Double Side Joints with Flush and Extended End Plate
Archives of Civil Engineering, 2019 Experimental tests of steel unstiffened double side bolted end-plate joints have been presented. The main aim of the conducted tests was to check the behavior of joints in an accidental situation and possibility of creating secondary mechanism, i.e ...
Aleksander Kozłowski, Damian Kukla
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A numerical study of beam-to-column joints subjected to impact [PDF]
Engineering Structures, 2016 © 2016 Elsevier Ltd. All rights reserved This is the authors' accepted and refereed manuscript to the article.
Grimsmo, Erik Løhre +3 more
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A Comparative Study on Beam - Column Joints with Steel and Bamboo Reinforcement [PDF]
, 2021 Beam-Column joints are the critical zones in a reinforced concrete structure. The behaviour of such joints greatly affects the strength and ductility of the overall structure.
S. M. Kavitha, Sowmiya C.
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