Tesis sobre el tema "In concreto review"
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Victoroff, Alexandre. "Le contrôle de proportionnalité : analyse de l'émergence d'un contrôle concret de la hiérarchie des normes par le juge judiciaire". Electronic Thesis or Diss., Paris 10, 2024. http://www.theses.fr/2024PA100007.
Texto completoProportionality test, a highly polysemous expression, has taken on a new meaning to designate the new form of conventionality review that French judges have been using for the past ten years, in a movement set in motion by a decision of the 1st Civil Chamber of the Court of Cassation on 4th December 2013. The time that has elapsed and the thought that has gone into it make it possible, by means of a better understanding of the tool, to take stock and glimpse the prospects for this concrete control of compliance with the hierarchy of norms.It seems capable of fulfilling many functions. By promoting the effectiveness of fundamental rights, it helps to reconcile the regulation of behaviour by law with individual rights. By allowing national courts to make use of the national margin of appreciation, it promotes harmony between national law and the influence of the European Court of Human Rights. By subjecting the law to detailed and factual scrutiny, it strengthens its force by restoring its majesty, since it is no longer required to make explicit provision for exceptional cases.These functions can be developed over a wide area since the concrete control of compliance with the hierarchy of norms cannot convincingly be limited to certain fundamental rights or certain sources. On the other hand, the very nature of the tool means that it is useful only when the text applied in the situation under review has a high degree of imperative force, being capable of modifying the outcome of the case only when the judge is present to apply a text that guides him precisely.Although the scope of the control is broad, the threat it poses to the stability of the law is limited. Indeed, its concrete nature, which means that it can only analyse unique situations, drastically limits the ability of this review, which is primarily carried out by the trial judge, to set precedents. Moreover, where it is feared that control will lead to an unbearable unpredictability of the judicial process by giving the judge the power to rule in equity, it appears that it reveals rather than causes these ills. On the contrary, by revealing them, it makes it possible to measure and limit them. An understanding of the nature and implications of the concrete control of compliance with the hierarchy of norms shows that it is not beyond control, but makes it possible to reach equitable decisions without the judge ruling in equity, by applying norms of higher value to the case in question when the law fails.From the point of view of promoting the effectiveness of fundamental rights, these factors make it possible to defend proportionality review without fear as regards the other objectives of Justice
Hove, Grandeur Tofara. "Critical literature review on concrete crack repairs". Master's thesis, University of Cape Town, 2018. http://hdl.handle.net/11427/29244.
Texto completoZhang, Wei, Q. Zheng, Ashraf F. Ashour y B. Han. "Self-healing concrete composites for sustainable infrastructures: a review". Elsevier, 2020. http://hdl.handle.net/10454/17947.
Texto completoCracks in concrete composites, whether autogenous or loading-initiated, are almost inevitable and often difficult to detect and repair, posing a threat to safety and durability of concrete infrastructures, especially for those with strict sealing requirements. The sustainable development of infrastructures calls for the birth of self-healing concrete composites, which has the built-in ability to autonomously repair narrow cracks. This paper reviews the fabrication, characterization, mechanisms and performances of autogenous and autonomous healing concretes. Autogenous healing materials such as mineral admixtures, fibers, nanofillers and curing agents, as well as autonomous healing methods such as electrodeposition, shape memory alloys, capsules, vascular and microbial technologies, have been proven to be effective to partially or even fully repair small cracks. As a result, the mechanical properties and durability of concrete infrastructure can be restored to some extent. However, autonomous healing techniques have shown a better performance in healing cracks than most of autogenous healing methods that are limited to healing of cracks having a narrower width than 150 µm. Self-healing concrete with biomimetic features, such as self-healing concrete based on shape memory alloys, capsules, vascular networks or bacteria, is a frontier subject in the field of material science. Self-healing technology provides concrete infrastructures with the ability to adapt and respond to the environment, exhibiting a great potential to facilitate the creation of a wide variety of smart materials and intelligent structures.
The full-text of this article will be released for public view at the end of the publisher embargo on 16 May 2021.
Sichko, Alexander Sichko. "Review and Evaluation of Reinforced Concrete Member Retrofit Methods". The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu15006558558915.
Texto completoLoria-Salazar, Luis Guillermo. "Reflective cracking of flexible pavements literature review, analysis models,and testing methods /". abstract and full text PDF (free order & download UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1453593.
Texto completoDe, Wit Annelies. "Behaviour and structural design of concrete structures exposed to fire". Thesis, KTH, Betongbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40444.
Texto completoMukadam, Zaahir. "Critical review of the South African Concrete Durability Index tests". Master's thesis, University of Cape Town, 2014. http://hdl.handle.net/11427/8687.
Texto completoThe Durability Index (DI) approach is a performance-based approach used in South Africa for specifying the durability of reinforced concrete structures with regard to service life and concrete quality. The approach comprises three DI tests which are used to measure the durability-related transport processes of permeation, absorption and ionic diffusion. These tests are the oxygen permeability index (OPI), water sorptivity index (WSI), and chloride conductivity index (CCI) tests, respectively. Much work has been done over the past two decades in developing the DI tests to the present stage, where they are being, and have been, used in large projects such as the Gauteng Freeway Improvement Project, which made use of the OPI and WSI tests as a basis for checking the quality of the concrete used in the major road upgrade project. Non-compliance with target values can result in rejection of the material or penalties imposed on the concrete supplier or contractor. This highlights the need for the DI tests to be accurate and reliable so that engineers have confidence in their results. This dissertation presents a critical review of the DI tests. The overall objectives were to critically examine the present DI testing regimes and identify and address areas of concern with the tests in order to make them more reliable. One of the major areas of concern related to specimen preconditioning: the 7-day oven drying regime and specimen saturation techniques have been called into question. Consequently, this work investigated the influence of the drying method and saturation processes on the DI results.
Abed, Gesant. "Review of current practices to reduce reinforcement corrosion in concrete structures managed by the City of Cape Town". Master's thesis, University of Cape Town, 2018. http://hdl.handle.net/11427/27878.
Texto completoGrira, Mongi. "A critical review of the symmetric punching shear of reinforced concrete flat slabs". Thesis, University of Ottawa (Canada), 1990. http://hdl.handle.net/10393/6038.
Texto completoLøkke, Arnkjell. "Earthquake Analysis of Concrete Gravity Dams : Review and Modernization of Two Analysis Procedures". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23539.
Texto completoInwood, Michael. "Review of the New Zealand Standard for Concrete Structures (NZS 3101) for High Strength and Lightweight Concrete Exposed to Fire". University of Canterbury. Civil Engineering, 1999. http://hdl.handle.net/10092/8276.
Texto completoSas, Gabriel. "FRP shear strengthening of reinforced concrete beams". Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-25881.
Texto completoGodkänd; 2011; 20110328 (gabsas); DISPUTATION Ämnesområde: Konstruktionsteknik/Structural Engineering Opponent: Professor Giorgio Monti, University of Rome, Italy Ordförande: Professor Björn Täljsten, Institutionen för samhällsbyggnad och naturresurser, Luleå tekniska universitet Tid: Fredag den 29 april 2011, kl 13.00 Plats: F1031, Luleå tekniska universitet
Mitchell, Chad S. "A review of initial end slip as criteria of acceptable strand bond quality and the relationship between strand diameter and transfer length for prestressed concrete members". Laramie, Wyo. : University of Wyoming, 2008. http://proquest.umi.com/pqdweb?did=1594486111&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.
Texto completoJappie, Luqmaan. "Literature review of the use of common protective coatings for concrete structures with experiences in the South African context". Master's thesis, Faculty of Engineering and the Built Environment, 2019. http://hdl.handle.net/11427/30127.
Texto completoFlorida, Julie. "Interventions in Solving Equations for Students with Mathematics Learning Disabilities : A Systematic Literature Review". Thesis, Högskolan för lärande och kommunikation, Högskolan i Jönköping, HLK, CHILD, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-30853.
Texto completoPontarollo, Gianni. "Environmental life cycle cost analysis, a review of economic, energy and green house gas emission impacts of asphalt and concrete pavements". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0025/MQ50363.pdf.
Texto completoPetersson, Anna Fatima Charlotte. "Att skapa utökad abstrakt normkontroll och lagprövning. : En rättsvetenskaplig studie utifrån svensk juridisk rättstradition". Thesis, Luleå tekniska universitet, Institutionen för ekonomi, teknik och samhälle, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75118.
Texto completoThis work shows a possible path for the inception of an expanded norm / law review by increasing the powers for Council of law and its independence, where the legislative government and the judging law reviewing parts will have a clearer boundary than before, where legal reviewing is in focus. This is done on the basis of Swedish legal tradition, where previous laws have been revised and repositioned based on traditional legal reviewing method. The law council has been given its own staff budget, which was previously under the Supreme Court, and it has been given a separate chapter in The (1974:152) Instrument of government- RF. The council's powers and composition have been expanding and their appointment has been transferred from political appointment to the judicial committee, which is covered by several groups from society, not just by politicians. These aggregated measures give a total increase in pressure on parties to do right from the start, but also give the opportunity to retrospectively review and rework errors that have proven themselves in court’s rulings. This systematic way of working provides increased transparency and legal certainty of reviewing and creating of new law in a positive economic way.
Marek, Michal. "Komplexní diagnostika železobetonové konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225645.
Texto completoNěmec, Petr. "Projekt zastřešení výstavní haly". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226442.
Texto completoMichel, Audrey. "Le recours au mode de preuve scientifique dans le contentieux constitutionnel des droits et libertés : recherche comparée sur les méthodes des juges américain et canadien". Thesis, Aix-Marseille, 2017. http://www.theses.fr/2017AIXM0053/document.
Texto completoIn 1908, the U.S. Supreme Court Justices made several citations of medical, sociology andpsychology studies for the first time. Since then, the use of scientific evidence has expanded and it became an important part of the work of the Supreme Court of the U.S. as well as the Supreme Court of Canada. Scientific evidence is an essential tool to inform judges in constitutional rights cases. It gives information on social realities and technical questions which are directly relevant to resolve questions of law. However, the use of scientific evidence is more than a medium of information. Indeed, it implies an interest for facts that go beyond the parties. Constitutional doctrine itself implies empirical questions that could find answers in scientific evidence. By determining those facts, scientific evidence becomes a part of the constitutional doctrineitself. Consequently, the use of scientific evidence interrogates on the nature of judicial review and on the judge’s methods. Thought judges in the U.S. and in Canada frequently cite scientific evidence, their use is mostly unregulated and indeterminate. The uncertainties surrounding the use of scientific evidence concern procedural questions as well as questions regarding their role in decisionmaking. Those questions must be answered. Once resolved, we research a methodological framework in which scientific evidence could be used consistently by American and Canadian judges. This approach is essential to reassert the value of scientific evidence in constitutionalrights cases and to improve constitutional rights protection. Finally, this framework might be relevant for judges beyond the United States and Canada
Qiu, L., S. Dong, Ashraf F. Ashour y B. Han. "Antimicrobial concrete for smart and durable infrastructures: a review". 2020. http://hdl.handle.net/10454/17971.
Texto completoConcrete structures in sewer systems, marine engineering, underground engineering and other humid environments are easily subjected to microbial attachment, colonization and, eventually, deterioration. With careful selection and treatment, some additives including inorganic and organic antimicrobial agents were found to be able to endow concrete with excellent antimicrobial performance. This paper reviews various types of antimicrobial concrete fabricated with different types of antimicrobial agents. The classification and methods of applying antimicrobial agents into concrete are briefly introduced. The antimicrobial and mechanical properties as well as mass/weight loss of concrete incorporating antimicrobial agents are summarised. Applications reported in this field are presented and future research opportunities and challenges of antimicrobial concrete are also discussed in this review.
National Science Foundation of China (51908103 and 51978127), China Postdoctoral Science Foundation (2019M651116)
Full text of this article will be released for public view at the end of the publisher embargo on 30 Aug 2021.
Sousa, Iolanda Esmeralda Ribeiro Machado Leite de. "Informal caregiver burnout determinants as elder abuse contributors and concrete management strategies: a critical literature review". Master's thesis, 2019. https://hdl.handle.net/10216/122117.
Texto completoSousa, Iolanda Esmeralda Ribeiro Machado Leite de. "Informal caregiver burnout determinants as elder abuse contributors and concrete management strategies: a critical literature review". Dissertação, 2019. https://hdl.handle.net/10216/122117.
Texto completoCardillo, Chloé. "Le contrôle de constitutionnalité des lois pénales a posteriori : essai comparé sur la protection des droits des justiciables en France et au Canada". Thèse, 2017. http://hdl.handle.net/1866/19976.
Texto completoSilva, Jorge Oliveira. "Desenvolvimento de um sistema inovador para vigas mistas em aço e betão". Master's thesis, 2021. http://hdl.handle.net/1822/75329.
Texto completoEsta dissertação tem como principal objetivo estudar o comportamento à flexão de um sistema misto de aço e betão, destinado aos mercados da construção nova e da reabilitação de edifícios. Este sistema misto é composto por uma viga mista formada por perfis enformados a frio de secção em “C” e “U”, sendo preenchida por betão. A viga mista dá suporte a uma laje maciça ou mista, esta última composta por uma chapa colaborante. Este sistema não utiliza conectores metálicos discretos, sendo a transferência de esforços de corte garantida, sempre que possível, nas superfícies de contacto entre aço e betão. Desenvolveu-se uma Ferramenta de Cálculo no software Microsoft Excel com o objetivo de estudar a capacidade resistente e o comportamento do sistema misto sujeito á flexão, de acordo com os pressupostos definidos pelos Eurocódigos. Esta ferramenta permitiu a realização de uma análise paramétrica às características geométricas do perfil metálico, a altura de betão, tipo de utilização e classe de resistência dos materiais, de modo a observar a sua influência na capacidade resistente da viga mista. Posteriormente, tendo por finalidade a utilização das secções tipo otimizadas/dimensionadas pela Ferramenta de Cálculo num contexto BIM, de forma a aplicar estas secções em modelos tridimensionais destinados aos mercados da construção, elaborou-se uma ferramenta para estabelecer a troca de informação entre dois softwares, o Microsoft Excel e o Autodesk Revit. Esta interligação realizou-se recorrendo a um conjunto de scripts desenvolvidos através do programa Dynamo de modo a transferir os dados relativos às características geométricas dos sistemas mistos para um modelo 3D obtendo uma estrutura tridimensional de forma automática. Por fim, recorreu-se ao software Atena 3D, baseado no Método dos Elementos Finitos, onde foram desenvolvidos e analisados um conjunto de modelos numéricos representativos do sistema misto proposto, com variações em alguns parâmetros, relacionados com o tipo de material e características da interface aço-betão. Esses modelos foram desenvolvidos com o intuito de realizar uma análise de sensibilidade que permitisse verificar a influência de cada parâmetro na capacidade resistente da viga mista.
This dissertation aims to study the flexural behaviour of a steel and concrete composite beam solution to be used in new construction and building rehabilitation markets. This composite solution gathers a lightweight beam formed by cold-formed sections with “C” and “U” shapes, that are afterwards filled by concrete. The composite beam supports a solid or a composite slab. the composite slab consists of a cold formed profiled steel deck filled with concrete. This system has no discreet connection elements, and the stress transfer is guaranteed, when possible, by the contact surfaces between steel and concrete. A Calculation Tool was developed in the Microsoft Excel software, in order to study the load capacity and the behaviour of the system when subjected to bending, following the rules defined by the Eurocodes. This tool was used to develop a parametric analysis on the geometric characteristics of the steel profile, concrete slab height, type of use and resistance class of materials, to observe the influence of each parameter on the resistant capacity of the composite beam. Subsequently, in order to use the optimized/ dimensioned type sections by the Calculation Tool in a BIM context, to apply these sections in three-dimensional models supplied to the construction markets, a tool was developed through the interconnection between two software’s, Microsoft Excel and Autodesk Revit. This interconnection was carried out using a set of advanced scripts from the Dynamo software, in order to transfer the data relating to the geometric characteristics of the composite system, to a parametrized 3D model. Finally, the Atena 3D software, which is based on the Finite Element Method, was used. A set of numerical models representative of the proposed composite system were developed and analysed. Variations in some parameters, related to the material properties and the characteristics of steel-concrete interfaces were considered and a sensitivity analysis was developed help understanding the influence of each parameter on the bending moment capacity and the longitudinal shear capacity of the composite beam.