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Neural networks and non-destructive test/evaluation methodsDraper, Jeffrey Dean. January 1992 (has links)
Thesis (M.S. in Civil Engineering)--University of Maryland, College Park, 1992. / "A scholarly paper submitted to Assistant Professor Ian Flood." Description based on title screen as viewed on April 16, 2009. Includes bibliographical references (p. 49-52). Also available in print.
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A simplified method for nonlinear cyclic analysis of reinforced concrete structures: direct and energy based formulations /Deng, Hao-Ze January 1900 (has links)
Thesis (M.App.Sc.) - Carleton University, 2006. / Includes bibliographical references (p. 72-75). Also available in electronic format on the Internet.
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Flexural behavior of carbon/epoxy IsoTruss reinforced-concrete beam-columns /Ferrell, Monica Joy, January 2005 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2005. / Includes bibliographical references (p. 101-102).
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Utilization of Post-Consumer Plastic and Electronic Waste in Structural Concrete ApplicationsAmmari, Madiha Zahera January 2022 (has links)
No description available.
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Flexural and tensile properties of thin, very high-strength, fiber-reinforced concrete panelsRoth, Michael Jason, 1975- January 2007 (has links)
Thesis (M.S.)--Mississippi State University. Department of Civil Engineering. / Title from title screen. Includes bibliographical references.
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Stavební průzkum a diagnostika konstrukce / Survey and Diagnostics of Building ConstructionSlavětínský, Šimon January 2017 (has links)
The subject of this final thesis is the diagnostic survey of the prefabricated hall made of framed concrete in the areal of Fatra Chropyně. The thesis contains description of construction and technological survey and diagnostic methods. The practical part contains material assessing of chosen elements of construction (beam, column,precast floor slab). It is also focused on localization of position and diameter of reinforcement. Last step is focused on quality of the concrete, particularly compressive strength and strenght class of concrete.
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Leichte Deckentragwerke aus geschichteten HochleistungsbetonenFrenzel, Michael, Farwig, Kristina, Curbach, Manfred 21 July 2022 (has links)
Stahlbetondeckenplatten sind material- und energieintensive Biegetragwerke, wenn sie, wie derzeit üblich, ebenflächig mit konstanter Querschnittshöhe und aus einer Betonsorte hergestellt werden. Diese Ausführung ist aus statischer und bauökologischer Sicht sehr ineffizient, da der bewehrte Beton nur an wenigen Stellen sowohl in der Haupttragrichtung als auch über die Deckenhöhe voll ausgenutzt wird. Mit einer gleichmäßigen Ausnutzung können Material und Gewicht und damit natürliche Ressourcen gespart werden. / Reinforced concrete floor slabs are materialand energy-intensive flexural load-bearing structures if, as it is currently the case, they are produced flat with a constant cross-sectional height and from one type of concrete. This design is very inefficient from a structural and building ecology point of view, as the reinforced concrete is only fully utilised at a few areas both in the main load-bearing direction and across the slab height. With an uniform utilisation, material and weight and thus natural resources can be saved.
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Stavební průzkum a diagnostika železobetonové konstrukce / Survey and Diagnostics of Reinforced Concrete StructureBernard, Lukáš January 2020 (has links)
This diploma thesis deals with construction and technological survey of the reinforced concrete structure. The first part of the diploma thesis deals with the properties of the reinforced concrete and with the building survey methods applied in the second part of the thesis. The second part of the diploma thesis focuses on diagnostics of existing structure. More specifically, the hardness of the concrete is tested using a Schmidt hammer and then it is further specified by testing the cores. The reinforcement in the reinforced concrete is also tested using electromagnetic indicator, ground-penetrating radar, and chopped probes. Lastly, a static assessment of the selected girder and column is conducted.
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Rückseitige Verstärkung von Stahlbetonplatten unter ImpaktbeanspruchungBracklow, Franz 09 November 2022 (has links)
Im Rahmen der beschriebenen Arbeit erfolgt die experimentelle Untersuchung von nachträglich an Stahlbetonplatten aufgetragenen Verstärkungsschichten, die einer Impaktbelastung ausgesetzt werden. Die Grundlage hierfür bilden drei verschieden bewehrte Testserien, welche anhand eines entwickelten Versuchsschemas geprüft werden. Zielstellung ist die Quantifizierung der Leistungsfähigkeit rückseitig applizierter Verstärkungen sowie die Weiterentwicklung einer bereits existierenden Schädigungsbeschreibung und eines analytischen bzw. numerischen Modells.
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Střešní deska nad parkovištěm mezi bytovými domy / Roof slab above the car park between residential housesMichna, Ondřej January 2017 (has links)
This diploma thesis focuses on the design of roof slab in two options. Internal forces are calculated by software rfem. The thesis also includes design of column, manual calculation and comparision with finite element method and drawings.
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