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Doh, Jeung-Hwan, i n/a. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels". Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20030605.114125.
Pełny tekst źródłaDoh, Jeung-Hwan. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels". Thesis, Griffith University, 2003. http://hdl.handle.net/10072/366176.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Engineering
Full Text
Mohamamdpour, Lima Mehdi. "Experimental and Numerical Study of RC Walls with Opening Strengthened by CFRP". Thesis, Griffith University, 2016. http://hdl.handle.net/10072/367903.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
Full Text
Lee, Dong-Jun. "Experimental and Theoretical Studies of Normal and High Strength Concrete Wall Panels with Openings". Thesis, Griffith University, 2009. http://hdl.handle.net/10072/366995.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
Full Text
Kudličková, Jitka. "Nosná konstrukce horského hotelu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265675.
Pełny tekst źródłaMartínek, David. "Nosná konstrukce polyfunkčního domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372151.
Pełny tekst źródłaNečas, Daniel. "Nosná konstrukce bytového domu Palackého třída 24, Brno". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225911.
Pełny tekst źródłaVelecký, Tomáš. "Polyfunkční dům". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409783.
Pełny tekst źródłaSvobodová, Barbora. "Statické řešení bytového domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240142.
Pełny tekst źródłaWong, Sze-man. "Seismic performance of reinforced concrete wall structures under high axial load with particular application to low-to moderate seismic regions". Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B34739531.
Pełny tekst źródłaWong, Sze-man, i 黃思敏. "Seismic performance of reinforced concrete wall structures under high axial load with particular application to low-to moderate seismicregions". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B34739531.
Pełny tekst źródłaHradečný, Štěpán. "Stavebně technologický projekt polyfunkčního domu, Staré Brno". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372235.
Pełny tekst źródłaCiornei, Laura. "Performance of Polyurea Retrofitted Unreinforced Concrete Masonry Walls Under Blast Loading". Thèse, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23180.
Pełny tekst źródłaHo, Nhat Minh. "Experimental and Theoretical Studies on Three-side Restrained Reinforced Concrete Walls". Thesis, Griffith University, 2018. http://hdl.handle.net/10072/380994.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
Fitzmaurice, Silas James. "Blast retrofit design of CMU walls using polymer sheets". Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4569.
Pełny tekst źródłaThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on April 17, 2009) Includes bibliographical references.
Centeno, Jose. "In-plane shake table testing of gravity load designed reinforced concrete frames with unreinforced masonry infill walls". Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/7211.
Pełny tekst źródłaFromknecht, Stephan [Verfasser]. "Contribution to the Load-Bearing Capacity of Anchor Plates with Headed Studs in Reinforced Concrete Columns / Stephan Fromknecht". Aachen : Shaker, 2010. http://d-nb.info/1098041003/34.
Pełny tekst źródłaSabri, Amirreza. "Seismic Retrofit of Load Bearing URM Walls with Internally Placed Reinforcement and Surface-Bonded FRP Sheets". Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40675.
Pełny tekst źródłaBonetti, Rodolfo Arturo. "Ultimate Strength of the Local Zone in Load Transfer Tests". Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/31392.
Pełny tekst źródłaMaster of Science
Kotík, Libor. "Konstrukce sila na cukr". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227611.
Pełny tekst źródłaIlčík, David. "Železobetonová konstrukce bytového domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240070.
Pełny tekst źródłaFerreira, Diego de Vasconcelos Gonçalves. "Edifícios com lajes maciças e paredes portantes pré-moldadas de concreto leve com pérolas de EPS". Universidade de São Paulo, 2013. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29072013-114842/.
Pełny tekst źródłaCurrently, many construction companies do not follow the technological advances, preferring to use conventional systems rather than investing in new solutions. Moreover, there are serious problems with manpower, which are increasingly present in society. This work presents the design of a building with precast elements of lightweight concrete with EPS beads, considering solid slabs ready to use and load bearing walls, made with this type of material. As a rule, the ultimate limit states and serviceability were considered for the elements of the structure, using classical models of structural analysis. For modelling the building, the commercial software SAP2000 was used. Regarding the procedures for dimensioning of the pieces, Excel spreadsheets were prepared, while the detailing was carried out by means of the AutoCAD. Defined structural design, construction aspects were considered in the factory and in the work, taking into account costs of production and transportation, besides presenting the advantages that this constructive system can provide. These costs were considered for the solid slabs ready to use and for the precast walls. Even taking into account only the cost of production and transportation, the Lightweight Concrete with EPS was compared with Self-compacting Concrete, allowing visualize the advantages of the former when considering the overall cost of the project.
Štramberský, Martin. "Návrh předpjaté nádrže". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226967.
Pełny tekst źródłaKollárik, Adrián. "Monolitická železobetonová nádrž". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409794.
Pełny tekst źródłaStará, Anna. "Čistička odpadních vod". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225910.
Pełny tekst źródłaHegger, Josef, Norbert Will i Maike Schneider. "Textilbeton". Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77969.
Pełny tekst źródłaFor the application of the composite material Textile Reinforced Concrete (TRC) the numerical and experimental knowledge of the load bearing behaviour of construction elements has to be transferred into design models and construction rules applicable for the practice. Due to differences in the material and bond properties the design approach known for steel reinforced concrete has to be adjusted for textile reinforced concrete construction parts. In this paper the basic load-bearing mechanisms of textile reinforced concrete under tension, bending and shear loading as well as under concentrated tensile loading are described and empirically derived design models are presented. Based on the experimental results safety factors for the textile reinforcements are determined and the design models are integrated into an overall safety concept. A partial safety factor for textile reinforced concrete of γtex = 1,5 is recommended
Лободанов, Максим Миколайович. "Міцність та деформативність згинаних залізобетонних елементів з пошкодженням бетону за дії навантаження". Diss., Національний університет «Львівська політехніка», 2021. https://ena.lpnu.ua/handle/ntb/56789.
Pełny tekst źródłaHorstmann, Michael, Ali Shams i Josef Hegger. "Tragverhalten von Sandwichkonstruktionen aus textilbewehrtem Beton". Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-78009.
Pełny tekst źródłaSandwich constructions made of thin metal sheets and structural concrete have been reliable and economic composite structures in the past decades. The application of thin-walled facings made of Textile Reinforced Concrete (TRC) combines the advantages of this construction and allows for slender construction thicknesses despite the progressing demands on thermal insulation. This contribution reports on the development of models, which enable the realistic mechanical description of the load-bearing behavior of the sandwich panels made of two TRC-facings and a core of polymeric rigid foam together with suitable connecting devices
Grudė, Tomas. "Prekybos ir pramogų centro Geležinio Vilko gatvėje Vilniuje laikančiųjų konstrukcijų sprendinių analizė". Master's thesis, Lithuanian Academic Libraries Network (LABT), 2011. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110620_141908-64691.
Pełny tekst źródłaThis MA thesis focuses on the possible versions of floors in a Shopping and Entertainment Centre as well as the roof load-bearing constructions of an Ice Arena. Their technical and economic parameters are evaluated and a rational construction option for the further building design is selected. This thesis analyses the reliability of the reinforced concrete arch in the Ice Arena, and the parameters that have the biggest influence on the reliability of the construction are singled out. The parameter analysis of the construction is presented. The thesis ends with concluding remarks. The design features a double tee-type roof slab, a reinforced concrete two-hinged arch with a pre-stressed tie, a column and a pile foundation. The working drawings of the above-mentioned constructions are drafted. The thesis consists of 11 parts: the introduction, the expository letter, the technological-economic part, the parts dealing with the construction design and reliability analysis, the conclusions, the bibliography, etc. The scope of the thesis is as follows: 149 pages of text without annexes, 43 figures, 27 tables, 34 bibliographical sources and 9 A1-size pages of drawings. There are annexes attached to the thesis.
Čihák, Tomáš. "Tělocvična - prefabrikovaný skelet". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227738.
Pełny tekst źródłaLochman, Ondřej. "Nosná železobetonová konstrukce vícepodlažního objektu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225499.
Pełny tekst źródłaŠmíd, Václav. "Bytový dům, Brno - Židenice". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227633.
Pełny tekst źródłaJesse, Dirk. "Tragverhalten von textilbewehrtem Beton unter zweiaxialer Zugbeanspruchung". Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-69387.
Pełny tekst źródłaThe load bearing and bond behaviour of textile reinforcements has been comprehensively studied experimental in recent years. The findings are based almost exclusively on uniaxial loading. Generally, from the comparison of tests on rovings and fabrics conclusions can be drawn about the influence of transverse and supporting threads and different binding patterns on the uniaxial load-bearing behaviour. However, it remains open, to what extend the found principles are applicable to multi-axial loading situations. This raises questions about the load bearing behaviour under multi-axial tension loading, which provide motivation for this work. For the experimental studies on 84 specimens a specially developed test setup for biaxial tensile loading was used. Two different types of textile reinforcements made from AR-glass and carbon fibres were examined. The results generally approve the findings on the structural behaviour of textile reinforcements exclusively derived from uniaxial tests. A relationship between first cracking stress level and biaxial stress ratio has been found. The characteristics of the cracking phases and during stabilized cracking, however, show no significant dependencies on the ratio of longitudinal and transverse tensile stresses. Furthermore, parallel cracks induced by transverse tensile stresses have no significant impact on the bond behaviour of longitudinal rovings. An essential result from biaxial tensile tests with carbon is the strong influence of waviness. It became clear that the reduction of waviness in coated textile reinforcement is highly load-dependent. In numerous experiments with carbon reinforcement delamination occurred during stabilized cracking – an effect, that has been observed in this large scale for the first time. The findings regarding the reduction of the waviness were subsequently applied to AR-glass and led to a revaluation of the known stiffness deficit in the phase IIb. Furthermore, the influence of reinforcement orientation has been studied on discoidal specimens under uni-axial loading. It was found that the load bearing capacity of carbon reinforcement is much more sensible to load orientation than AR-glass. A mathematical model was presented, which allows the separate description of geometric factors and as well as all other effects that reduce the fibre tensile strength
Kabrhelová, Eliška. "Nosná konstrukce rodinného domu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265267.
Pełny tekst źródłaMichler, Le. "Entwicklung eines Versuchsstandes zur zweiaxialen Beanspruchung von textilbewehrtem Beton". Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-25129.
Pełny tekst źródłaThis doctoral thesis pertains to the conception for Bi–axial Tension–Tension Tests of thin textile reinforced concrete plates. This dissertation contributes to the application of mechanical engineering knowledge into the specific area of Material–Construction Engineering; all results obtained from experimental conditions will be released to the public. The conception of this testing regime is presented, as well as the manner in which an experimental Tension–Tension Test can optimally ascertain and accurately predict and describe load-bearing behaviour of textile reinforced concrete (TRC). This thesis is generally subdivided into two parts –“Test Preparation” and the detail of Bi-axial Tension-Tension testing on AR-Glass TRC plates. The “Test Preparation” component of this document includes the following four principal points. The first point is concerned with the assembly of testing equipment. Problems stemming from framework or lack of control over the testing machine are examined here. Negative effects on test results induced by the Hydraulic cylinder and related oil pressure are investigated and complemented in this section. The second point focuses on the numerical simulation used in order to determine the Bi–axial Tension–Tension Test samples. The specimen geometry given the testing boundary conditions was copied and optimized by means of a Finite–Element–Program (ATENA). The third point is concerned with the notion of “load application”. It was necessary to develop a premise for the loading transmission and connection between steel plates (steel mounting plates) and concrete cogs. The final point takes into account the methods used for measuring the Bi–axial Tension–Tension–test of this work. The second component present in this thesis describes in detail the five Bi–axial Tension–Tension–Tests conducted on AR–Glass TRC plates utilized to prove and ensure the accuracy of the experimental equipment. The TRC plate was built on frame of the bi-axial testing machine and received tensile loading in both directions. This loading relationship was held constant in both directions during the test. Furthermore, the author presents her own thoughts, as well as supplemental commentary, associated with textile reinforced concrete and the resulting experimental outcomes. The last chapter closes this doctoral thesis and includes the abstract of and further prospects for this study. All scientific cognitions are summarised in this chapter
Michler, Le. "Entwicklung eines Versuchsstandes zur zweiaxialen Beanspruchung von textilbewehrtem Beton". Doctoral thesis, Technische Universität Dresden, 2008. https://tud.qucosa.de/id/qucosa%3A25142.
Pełny tekst źródłaThis doctoral thesis pertains to the conception for Bi–axial Tension–Tension Tests of thin textile reinforced concrete plates. This dissertation contributes to the application of mechanical engineering knowledge into the specific area of Material–Construction Engineering; all results obtained from experimental conditions will be released to the public. The conception of this testing regime is presented, as well as the manner in which an experimental Tension–Tension Test can optimally ascertain and accurately predict and describe load-bearing behaviour of textile reinforced concrete (TRC). This thesis is generally subdivided into two parts –“Test Preparation” and the detail of Bi-axial Tension-Tension testing on AR-Glass TRC plates. The “Test Preparation” component of this document includes the following four principal points. The first point is concerned with the assembly of testing equipment. Problems stemming from framework or lack of control over the testing machine are examined here. Negative effects on test results induced by the Hydraulic cylinder and related oil pressure are investigated and complemented in this section. The second point focuses on the numerical simulation used in order to determine the Bi–axial Tension–Tension Test samples. The specimen geometry given the testing boundary conditions was copied and optimized by means of a Finite–Element–Program (ATENA). The third point is concerned with the notion of “load application”. It was necessary to develop a premise for the loading transmission and connection between steel plates (steel mounting plates) and concrete cogs. The final point takes into account the methods used for measuring the Bi–axial Tension–Tension–test of this work. The second component present in this thesis describes in detail the five Bi–axial Tension–Tension–Tests conducted on AR–Glass TRC plates utilized to prove and ensure the accuracy of the experimental equipment. The TRC plate was built on frame of the bi-axial testing machine and received tensile loading in both directions. This loading relationship was held constant in both directions during the test. Furthermore, the author presents her own thoughts, as well as supplemental commentary, associated with textile reinforced concrete and the resulting experimental outcomes. The last chapter closes this doctoral thesis and includes the abstract of and further prospects for this study. All scientific cognitions are summarised in this chapter.
Ferencz, Balázs. "Nosná železobetonová konstrukce objektu administrativní budovy". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226920.
Pełny tekst źródłaSitta, Martin. "Montovaná železobetonová konstrukce výrobní haly s administrativou". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265275.
Pełny tekst źródłaSviták, Marek. "Stavebně technologický projekt podnikatelského inkubátoru". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372041.
Pełny tekst źródłaEngelmann, Michael. "Spannglasträger – Glasträger mit vorgespannter Bewehrung". Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2017. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676.
Pełny tekst źródłaGlass and concrete share essential material characteristics: Their compressive strength exceeds their tensile strength considerably and both of them fail in a brittle manner. This analogy led to the development of reinforced glass beams, which are improved by means of adhesively bonded steel sections in the tensile zone. This improvement allowed for a direct transfer of tensile loads in a post-breakage state and resulted in a ductile structural element, which met the special demand of structural glass for a sufficient residual loadbearing capacity. Glass beams with unbonded, post-tensioned reinforcement – Spannglass Beams – carry this analogy concept on. The members will comprise an increased initial fracture strength and may be uplifted intentionally. This development has rendered the need for over-dimensioning by removing unnecessary sacrificial layers, which will result in a material efficient structure and will maximise transparency. Solely single exploratory investigations have used this idea in a wide variety of options so far. There is neither a uniform classification nor a consistent nomenclature. Furthermore, available results are limited to the concise description of the short-term load-bearing properties without proving the residual load-bearing capacity explicitly and confirming longterm durability. This thesis describes the development and the application of a nomenclature for reinforced and pre-compressed glass beams in an analogy study according to Eurocode 2. The state of technology can be characterised in this manner. Additionally, the research describes the load-bearing behaviour as well as the calculation of the loss of pre-stress of Spannglass Beams by analogy with concrete structures. As the key section of this thesis, this statement is examined by means of comprehensive experimental studies and completed by a numerical calculation. Primarily, the load-bearing behaviour of 15 specimens in short-term bending tests and a variety of reinforcement ratios and pre-stress levels were determined. The results show an increase of initial fracture strength as well as safe behaviour after failure. The pre-stress changes the load-bearing performance significantly. Furthermore, a non-destructive study including a constant loading for 1000 h describes the loss of pre-stress in 28 specimens for the first time. The horizontal deflection and the thus resulting shear stresses of the interlayer material of a laminated glass section are the critical parameters. From the magnitude of losses it may be concluded that the deflections need to be limited and the interlayer foils need to be relieved from stress. Moreover, the structural response during a change in temperature is in good agreement with the results obtained from linear beam theory. This allows for an estimation of the associated losses. Finally, a specifically developed test approach confirms the residual load-bearing capacity of 24 specimens. The reinforcement shows the ability to bridge cracks in the glass. However, it should be noted that pre-stress occasionally causes an early failure of the partially broken Spannglass cross-section. Therefore, intensifying the development of structural details in order to generate an increased advantage concerning safety is recommended. This contribution contains a systematic acquisition of analytical, experimental and numerical data regarding the loadbearing characteristics of Spannglass Beams for the first time. The use of a sacrificial layers is not necessary. Even more, to reach the most effective load-bearing behaviour, it is necessary to abandon them completely. Implementing the developed nomenclature, realising the recommended structural provisions and using the proposed methods, it is now possible to compose safe and durable Spannglass Beams as well as prove their structural efficiency
Jesse, Dirk. "Tragverhalten von textilbewehrtem Beton unter zweiaxialer Zugbeanspruchung: Bearing Behaviour of Textile Reinforced Concrete Under Biaxial Tension Loading". Doctoral thesis, 2010. https://tud.qucosa.de/id/qucosa%3A25591.
Pełny tekst źródłaThe load bearing and bond behaviour of textile reinforcements has been comprehensively studied experimental in recent years. The findings are based almost exclusively on uniaxial loading. Generally, from the comparison of tests on rovings and fabrics conclusions can be drawn about the influence of transverse and supporting threads and different binding patterns on the uniaxial load-bearing behaviour. However, it remains open, to what extend the found principles are applicable to multi-axial loading situations. This raises questions about the load bearing behaviour under multi-axial tension loading, which provide motivation for this work. For the experimental studies on 84 specimens a specially developed test setup for biaxial tensile loading was used. Two different types of textile reinforcements made from AR-glass and carbon fibres were examined. The results generally approve the findings on the structural behaviour of textile reinforcements exclusively derived from uniaxial tests. A relationship between first cracking stress level and biaxial stress ratio has been found. The characteristics of the cracking phases and during stabilized cracking, however, show no significant dependencies on the ratio of longitudinal and transverse tensile stresses. Furthermore, parallel cracks induced by transverse tensile stresses have no significant impact on the bond behaviour of longitudinal rovings. An essential result from biaxial tensile tests with carbon is the strong influence of waviness. It became clear that the reduction of waviness in coated textile reinforcement is highly load-dependent. In numerous experiments with carbon reinforcement delamination occurred during stabilized cracking – an effect, that has been observed in this large scale for the first time. The findings regarding the reduction of the waviness were subsequently applied to AR-glass and led to a revaluation of the known stiffness deficit in the phase IIb. Furthermore, the influence of reinforcement orientation has been studied on discoidal specimens under uni-axial loading. It was found that the load bearing capacity of carbon reinforcement is much more sensible to load orientation than AR-glass. A mathematical model was presented, which allows the separate description of geometric factors and as well as all other effects that reduce the fibre tensile strength.