Relevant bibliographies by topics / RCC BEAMS

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Academic literature on the topic 'RCC BEAMS'

Author: Grafiati
Published: 11 September 2023

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Dissertations / Theses on the topic "RCC BEAMS"

1

Hassanen, Mahmoud A. H. "Behaviour of R.C. beams upgraded with externally bonded steel or FRP plates." Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/7365.

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The structural behaviour of simply supported reinforced concrete (R.C.) beams strengthened in flexure by externally bonded steel or fibre reinforced plastic (FRP) plates has been investigated. A novel theoretical model coupled with simple (hence, practical) procedure(s) for designing such beams against premature plate peeling failure has been developed. The theoretical model and the design procedures have been validated by an extensive number (169) of mainly large-scale test data (using steel or FRP plates) from other sources. The effects of variations in the magnitude of Young's modulus for F
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2

Ohkawa, Tomohiro. "Beam transport of a high-intensity beam from the linac to RCS of J-PARC." 京都大学 (Kyoto University), 2009. http://hdl.handle.net/2433/126569.

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3

Steele, John Phillip. "Composite RCS frame systems: construction and peformance." Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with differ
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4

Annaluru, Arun Tejaswee. "Beam optics transport and fundamental processes involving a charge breeder in the upgraded SPIRAL1 facility." Thesis, Normandie, 2019. http://www.theses.fr/2019NORMC218.

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La thèse décrit avec beaucoup de détails les efforts déployés pour comprendre les processus physiques à l’intérieur du Booster de Charge SPIRAL1 (SP1 CB). Cet appareil accepte les faisceaux d’ions mono-chargés de différentes masses et augmente leur charge vers des états plus élevés. Dans le cadre de la mise à niveau de SPIRAL1, la R&D autour de la technique 1+/N+ présente un intérêt primordial pour optimiser les rendements des faisceaux d’ions radioactifs (RIB). Dans ce contexte, la thèse commence par une présentation théorique des ensembles cible-source de l’installations SPIRAL1, de la l
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5

Grimard, Brently Allan. "Comparison of clinical, periapical radiograph and cone beam volume tomography measurement techniques for assessing bone level changes following regenerative periodontal therapy a thesis /." San Antonio : UTHSC, 2008. http://learningobjects.library.uthscsa.edu/cdm4/item_viewer.php?CISOROOT=/theses&CISOPTR=34&CISOBOX=1&REC=1.

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6

Ruiz, González Néstor A. "Use of GAFCHROMIC® EBT film for in-water measurements of surface dose, buildup region, and other dosimetric parameters of 6, 9, 12, 16, and 20 MeV electron beams a thesis /." San Antonio : UTHSC, 2008. http://learningobjects.library.uthscsa.edu/cdm4/item_viewer.php?CISOROOT=/theses&CISOPTR=38&CISOBOX=1&REC=1.

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7

Hanna, Rachelle. "Transport de charges et mécanismes de relaxation dans les matériaux diélectriques à usage spatial." Thesis, Toulouse, ISAE, 2012. http://www.theses.fr/2012ESAE0026.

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Comprendre et modéliser le comportement des matériaux sous irradiation électronique est un enjeu important pour l’industrie spatiale. La fiabilité des satellites nécessite de maîtriser et prédire les potentiels de surface s'établissant sur les diélectriques. Ce travail de doctorat a donc pour objectif de caractériser et de modéliser les différents mécanismes physiques (en surface et en volume) gouvernant le potentiel de charges dans les matériaux polymères spatiaux tels que le Téflon® FEP et le Kapton® HN. La mise au point d'un nouveau dispositif et d'un protocole expérimental a permis de corr
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8

Polimeru, Vijay Kumar. "Flexural Analysis of FRP Strengthened RCC Beams Using Meshless Local Petrov Galerkin Method (MLPG)." Thesis, 2015. http://ethesis.nitrkl.ac.in/7753/1/2015_Flexural_Vijay.pdf.

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In this project Meshless local Petrov Galerkin (MLPG) method is utilized for the flexural analysis of simply supported RCC beams strengthened with FRP laminates. This method uses the moving least-squares (MLS) approximation with different weight functions to interpolate the field variables and uses a local symmetric weak form (LSWF). The beams under consideration are rectangular and T-beams reinforced either on tension face or on both faces as per IS 456:2000. The proposed method is first applied to unstrengthened beam to check its applicability. The computed displacements are in good accord w
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9

CAPASIA, SAURAV. "RESPONSE STUDYOF HIGH RISE BUILDING UNDER WIND LOAD." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16363.

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Wind is a phenomenon of great complexity because of the many flow situations arising from the interaction of wind with structures. Wind is of the most significant forces of nature that must be considered in design of buildings. The characteristics of wind-induced loads on buildings continuously vary in temporal and spatial dimensions. Adequate design of buildings depends on the success in predicting the actual effects of turbulent wind forces to account for the most critical design scenarios which may occur during a certain design period. Under the action of lateral load, a tall bu
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10

Prashanth, M. H. "Experimental Investigations Into Fracture and Fatigue Behavior Of Plain and Reinforced Concrete Beams Using Acoustic Emission Technique." Thesis, 2018. https://etd.iisc.ac.in/handle/2005/5286.

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Concrete is the most widely used material in the world for construction of infrastructures and there are quite a few gaps in understanding its behaviour under different loads. Fracture in concrete occurs at pre-existing crack tip upon the formation of a fracture process zone (FPZ) with several toughening mechanisms such as micro-cracking, aggregate bridging, crack branching etc., taking place resulting in energy dissipation, which resists further crack propagation. This FPZ is responsible for the post-peak softening response under tension and size effect. The behaviour of reinforced concret
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