Дисертації з теми "Prestressed concrete construction Joints"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся з топ-50 дисертацій для дослідження на тему "Prestressed concrete construction Joints".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Переглядайте дисертації для різних дисциплін та оформлюйте правильно вашу бібліографію.
Chlosta, Alexander. "Analysis of Prestressed Concrete Deck Bulb Tee Girder Bridges with Ultra-High Performance Concrete Longitudinal Joints." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1574349161211748.
Повний текст джерелаMatthews, Debra Sue. "Blast effects on prestressed concrete bridges." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Summer2008/D_Matthews_072908.pdf.
Повний текст джерелаSemendary, Ali A. "Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314.
Повний текст джерелаXu, Jiangong Barnes Robert W. "Nondestructive evaluation of prestressed concrete structures by means of acoustic emissions monitoring." Auburn, Ala, 2008. http://hdl.handle.net/10415/1429.
Повний текст джерелаGross, Shawn Patrick. "Field performance of prestressed high performance concrete highway bridges in Texas /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаYip, Hing-lun, and 葉慶倫. "Serviceability performance of prestressed concrete buildings taking into account long-term behavior." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B48330085.
Повний текст джерелаpublished_or_final_version
Civil Engineering
Master
Master of Philosophy
Maruri, Rodolfo Felipe. "Iterative computer analysis of post-tensioned concrete beams and frames." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19510.
Повний текст джерела黃崑 and Kun Huang. "Design and detailing of diagonally reinforced interior beam-column joints for moderate seismicity regions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244233.
Повний текст джерелаLemay, Lionel. "Repair of prestressed concrete bridge girders for shear." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=65943.
Повний текст джерелаShapiro, Kelli Ann. "Finite-element modeling of a damaged prestressed concrete bridge." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/SHAPIRO_KELLI_19.pdf.
Повний текст джерелаWong, Ho Fai. "Shear strength and seismic performance of non-seismically designed reinforced concrete beam-column joints /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20WONG.
Повний текст джерелаLau, Shuk-lei. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B32001630.
Повний текст джерелаLau, Shuk-lei, and 劉淑妮. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B32001630.
Повний текст джерелаEl-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.
Знайти повний текст джерелаDill, Jason Cameron. "Development length of 06-inch diameter prestressing strand in high-performance concrete." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/21435.
Повний текст джерелаNoor, Iqbal. "A study of an interior joint for large panel precast buildings /." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63810.
Повний текст джерелаHallam, Grant Robert. "A new ultimate limit state approach to the design of prestressed concrete beams." Master's thesis, University of Cape Town, 1990. http://hdl.handle.net/11427/21967.
Повний текст джерелаLi, Jing, and 李靜. "Effects of diagonal steel bars on performance of interior beam-column joints constructed with high-strength concrete." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31244464.
Повний текст джерелаMirtalaie, Kamal. "Shear transfer between precast prestressed bridge beams and in-situ concrete crosshead in continuous structures." Thesis, University of Leeds, 1988. http://etheses.whiterose.ac.uk/310/.
Повний текст джерелаWest, Jeffrey Steven. "Durability design of post-tensioned bridge substructures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаEngindeniz, Murat. "Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/24808.
Повний текст джерелаCommittee Co-Chair: Kahn, Lawrence F.; Committee Co-Chair: Zureick, Abdul-Hamid; Committee Member: Armanios, Erian A.; Committee Member: Gentry, Russell T.; Committee Member: Leon, Roberto T.
Feghali, Habib Labib. "Seismic performance of flexible concrete structures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаRidwan. "Reinforced concrete beam-column joints strengthened in shear with embedded bars." Thesis, University of Birmingham, 2016. http://etheses.bham.ac.uk//id/eprint/7138/.
Повний текст джерелаGu, Xue Fan 1956. "Shear behaviour of sandstone-concrete joints and pile shafts in sandstone." Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8856.
Повний текст джерелаSchokker, A. J. "Improving corrosion resistance of post-tensioned substructures emphasizing high performance grouts /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаYuan, Lie Ping. "Partial interaction behaviour of bolted side plated reinforced concrete beams." Title page, abstract and contents only, 2003. http://web4.library.adelaide.edu.au/theses/09PH/09phl7161.pdf.
Повний текст джерелаAlmonbhi, Ali O. "Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges." University of Akron / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.
Повний текст джерелаNavarro, Cota Juan Pedro Martin 1963. "DESIGN AND BEHAVIOR OF COMPOSITE SPACE TRUSSES." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276505.
Повний текст джерелаZerkane, Ali S. H. "Cyclic Loading Behavior of CFRP-Wrapped Non-Ductile Reinforced Concrete Beam-Column Joints." PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/3000.
Повний текст джерелаMostert, Louwrens Hubert. "Design and construction preferences for connections in the precast concrete industry of South Africa." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/96036.
Повний текст джерелаENGLISH ABSTRACT: Precast concrete has been used for decades in the construction industry, locally as well as internationally. Rapid urban development and the need for shorter construction periods for building and infrastructure projects have however encouraged more use of precast concrete construction. The improved speed of construction, high quality and less labour requirements that precast offers makes it an effective type of construction method for modern development. The utilization of various precast concrete systems has been frequently used in the international construction industry, making it a very popular construction method. It was however found that one of the major drawbacks or concerns with the use of precast concrete is the connections between the precast elements. In-situ construction does not have this problem, because it is designed to a monolithic structure or building. It was identified that if the connections in precast buildings or structures are designed or constructed in an insufficient way, it can lead to severe structural problems and even failure. This highlights the importance the design and construction of precast concrete connections have on the overall stability, strength and robustness of the structure. Precast concrete buildings are not merely separate precast elements, connected together to eventually form the same principals of in-situ construction. Precast concrete and connection design is considered to be a specialist field and requires the sufficient expertise and knowledge to understand the structural system and all its different aspects. The precast connection’s function is not merely to transfer loads, but also to develop continuity and ensure monolithic behaviour of the entire precast concrete structure (Englekirk 2003). The most important or desirable structural functions of precast connections are; (i) direct transfer of loads (load paths and flow or forces), (ii) develop structural continuity and integrity, (iii) distribution of concentrated loads, (iv) allow for movements and unintended restraints and lastly to (v) ensure efficient rigidity and robustness for the connection. It can be seen that there is many factors that contribute to the overall design and construction phases of precast concrete connections. The aim of this study is to identify and investigate aspects that influence the design and construction of precast concrete connections. This study will mainly focus on precast concrete and precast connection preferences of participants in the South African construction industry. During this study, industry participants (contractors and consultants) were asked to identify certain aspects and concerns associated with precast concrete and precast connection construction. These answers were used to develop guidelines and preferences that can be used by industry participants to improvise and effectively manage the precast construction, mainly focussing on the connections between the precast elements.
AFRIKAANSE OPSOMMING: Voorafvervaardigde beton word al vir dekades gebruik in die konstruksiebedryf, plaaslik sowel as internasionaal. Vinnige stedelike ontwikkeling en die behoefte vir korter konstruksie tydperke vir die struktuur en infrastruktuur projekte het egter die gebruik en implementasie van voorafvervaardigde beton konstruksie laat toeneem. Die verbeterde spoed van die konstruksie proses, 'n hoë gehalte produk en minder arbeid vereistes wat voorafvervaardiging bied maak dit dus 'n effektiewe tipe konstruksie metode vir moderne ontwikkelings. Die benutting van verskeie voorafvervaardigde beton sisteme en elemente word reeds herhaaldelik gebruik in die internasionale konstruksiebedryf, wat dit vervolglik ʼn baie populêre en effektiewe sisteem maak. Dit is egter bevind dat een van die groot struikelblokke of probleme met die gebruik van voorafvervaardigde beton is die verbindings tussen die voorafvervaardigde elemente. In-situ beton konstruksie het dus nie hierdie probleem nie, want dit word ontwerp om 'n monolitiese beton struktuur of gebou te vorm. Dit was immers geïdentifiseer dat as die verbindings in ʼn voorafvervaardigde gebou of struktuur, ontwerp word deur ʼn ontoereikende manier, dit kan lei tot ernstige strukturele probleme en selfs strukturele faling. Dit beklemtoon dus die belangrikheid wat die ontwerp en konstruksie proses van voorafvervaardigde beton verbindings het op die algehele stabiliteit, sterkte en robuustheid van die struktuur. Voorafvervaardigde beton geboue en strukture kan nie slegs beskou word as aparte voorafvervaardigde elemente wat met mekaar verbind word om eventueel dieselfde beginsels van insitu konstruksie te vorm nie. Voorafvervaardigde beton en verbinding ontwerp word beskou as 'n spesialis veld en vereis dat die ontwerper die nodige kundigheid en kennis van die strukturele stelsel en al sy verskillende aspekte verstaan. Voorafvervaardigde beton verbindings se funksie is nie net om toegepaste kragte oor te dra nie, maar ook om strukturele kontinuïteit te ontwikkel en te verseker dat monolitiese gedrag gehandhaaf word vir die hele voorafvervaardigde beton struktuur (Englekirk 2003). Die mees belangrike strukturele funksies van voorafvervaardigde beton verbindings sluit die volgende in; (i) verseker direkte oordrag van toegepaste kragte (vloei van kragte), (ii) ontwikkeling van strukturele kontinuïteit en integriteit, (iii) die verspreiding van puntbelastings, (iv) moet voorsiening maak vir die bewegings in die voorafvervaardigde element en konneksie self en laastens (v) verskaf doeltreffende rigiditeit en robuustheid vir die konneksie sone. Dus kan daar afgelei word dat daar baie faktore is wat bydra tot die algehele ontwerp en konstruksie fases van voorafvervaardigde beton verbindings. Die doel van hierdie studie is om aspekte te identifiseer en te ondersoek wat die ontwerp en konstruksie van aspekte beton verbindings wel beïnvloed. Die studie sal hoofsaaklik fokus op voorafvervaardigde beton en verbindings voorkeure van persone in die Suid-Afrikaanse konstruksiebedryf. Tydens die studie was persone in die industrie (kontrakteurs en konsultante) ook gevra om sekere aspekte en kwellings wat verband hou met voorafvervaardigde beton asook die verbindings te identifiseer. Die antwoorde wat verkry was uit die industrie deelnemers kan toepaslik gebruik om word riglyne en voorkeure op te stel wat vervolglik gebruik en toegepas kan word in die konstruksie bedryf van Suid Afrika. Die riglyne kan effektief gebruik word om voorafvervaardigde beton asook die verbindings te verbeter en persone in die konstruksie bedryf in te lig oor voorkeure en toepassings van hierdie metode.
Deaton, James B. "Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47538.
Повний текст джерелаBOLDUC, MATTHEW W. "USE OF CARBON FIBER REINFORCED POLYMER PLATES FOR REPAIR OR RETROFIT OF PRESTRESSED AND REINFORCED CONCRETE GIRDERS." University of Cincinnati / OhioLINK, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870127.
Повний текст джерелаWoods, Lisa Joy. "The significance of negative bending moments in the seismic performance of hollow-core flooring." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2008. http://hdl.handle.net/10092/2042.
Повний текст джерелаHerman, Reagan Sentelle. "Behavior of stiffened compression flanges of trapezoidal box girder bridges." Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3035950.
Повний текст джерелаMurahidy, Alexander Gustav. "Design, construction, dynamic testing and computer modelling of a precast prestressed reinforced concrete frame building with rocking beam-column connections and ADAS elements." Thesis, University of Canterbury. Department of Civil Engineering, 2004. http://hdl.handle.net/10092/2514.
Повний текст джерелаChen, Te-Hsiu. "Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system." Thesis, University of Canterbury. Civil Engineering, 2006. http://hdl.handle.net/10092/1222.
Повний текст джерелаSchuetz, Daniel Philip. "Investigation of high strength stainless steel prestressing strands." Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47744.
Повний текст джерелаKajewski, Stephen L. "Post-tensioning and its effect on multi-level formwork load distribution." Thesis, Queensland University of Technology, 1998. https://eprints.qut.edu.au/36033/8/36033_Digitised_Thesis.pdf.
Повний текст джерелаPaleček, Vladimír. "Estakáda na silnici I/57." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392190.
Повний текст джерелаNovotný, Matěj. "Přemostění dálnice u Moravského Písku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265480.
Повний текст джерелаStarý, Marek. "Rekonstrukce budovy pivovaru." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226422.
Повний текст джерелаStaquet, Stéphanie. "Analyse et modélisation du comportement différé du béton: application aux poutres mixtes, préréfléchies et précontraintes." Doctoral thesis, Universite Libre de Bruxelles, 2004. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211146.
Повний текст джерелаIt is now considered to apply this construction method for the building of continuous bridges (with larger spans) by connecting simply supported decks on their supports. It is known that this kind of construction will induce an additional and strong time-dependent redistribution of internal forces within the structure. It was felt that an in-depth understanding of the influence of the concrete time-dependent effects in this kind of composite structures is needed before proceeding with the design of statically indeterminate bridges. Two cross-section analysis programs applying the principle of superposition were developed: the first used the age adjusted effective modulus method and the second the step-by-step method. However, it is known that the delayed behavior of concrete does not fully comply with the principle of superposition. It appears that after a period of compression creep, creep recovery is significantly less than predicted by the superposition principle. In the construction phases of this bridge deck, the concrete fibers belonging to the bottom side of prestressed beams undergo a stress/strain history of significant unloading when the permanent loads are applied step-by-step. Moreover, these methods assume that the relative humidity remains constant. Finally, a lot of bridge decks are heated in order to transfer the prestressing as soon as possible. To evaluate more finely the time-dependent effects of concrete in such composite (and rather complex) structures with variable loading history, several steps have been carried out:
-Analysis of the influence of the heat treatment applied in the workshop and the level of applied stress on the creep and the shrinkage of the concrete.
-Analysis of the recovery phenomenon of the concrete resulting in the selection of the two-function method with the recovery function proposed by Yue and Taerwe.
-Development of a cross-section analysis program applying the two-function method to take into account more finely the recovery phenomenon, what resulted in a optimization of the phases of construction of the bridge decks by decreasing the minimum age of concrete before prestressing from 40 hours to 20 hours.
-Development of a structural analysis program with beam finite elements and applying the two-function method,what has resulted in an optimization of the phases of construction of continuous bridges composed by the junction of two bridge decks.
-Proposition of a modelling based on the understanding of the physico-chemical phenomenona which are at the origin of the delayed effects and coupled to a local analysis of the evolution of the degree of hydration and the internal relative humidity in order to take into account the changes of the boundaries conditions in terms of heat and moisture exchanges occurring along the construction history of the bridge decks in the evaluation of their long-term behavior. For each component of the delayed strains (the thermal strain, the autogenous shrinkage, the desiccation shrinkage, the desiccation creep, the basic creep), a modelling has been proposed.
-Development of a cross-section analysis program based on the numerically stable algorithm with increasing time steps for integral-type aging creep proposed by Bažant and including the different components of the delayed effects according to the proposed modelling.
The results seem to be very promising since it was possible to reproduce in a more realistic way the evolutions of the measured strains of the composite railway bridge deck instrumented in June 2000 and situated near Brussels South Station.
L’objectif de cette thèse est de prédire le comportement à long terme de structure mixte type pont-bac composée de poutres préfléchies, précontraintes et construites par phases. A l’heure actuelle, ils sont dimensionnés à l’état limite de service par une méthode traditionnelle pseudo-élastique avec un coefficient d’équivalence acier-béton variable. Il est envisagé d’étendre ce type de construction à la réalisation de viaducs hyperstatiques permettant de franchir de plus grandes portées en établissant une continuité entre deux travées au droit de leur support commun. Il est connu que ce type de construction induit une importante redistribution des efforts internes dans la structure. Il est donc indispensable d’évaluer très finement l’influence des effets différés du béton sur ce type de construction. Deux programmes généraux d’analyse de section basés sur la méthode du module effectif ajusté et la méthode pas-à-pas ont tout d’abord été développés. Ces méthodes appliquent le principe de superposition. Des limitations propres à ces méthodes ont été relevées pour des historiques où le béton subit plusieurs déchargements significatifs par rapport à son état de contrainte initial juste après le transfert de la précontrainte. Ces méthodes ont aussi l’inconvénient de supposer une humidité relative constante. Enfin,pour pouvoir être mis en précontrainte le plus tôt possible, les ponts-bacs sont chauffés. Les caractéristiques de retrait et de fluage s’écartent de celles déterminées en laboratoire sur des éprouvettes conservées à 20°C. Pour lever les limitations des méthodes classiques et évaluer plus finement l’état de contrainte et de déformation à long terme dans ce type de structure, plusieurs étapes ont été effectuées :
-Analyse de l’influence d’un traitement thermique appliqué dans les mêmes conditions que celles effectuées chez le préfabricant ainsi que du niveau de contrainte appliqué sur les déformations différées du béton.
-Analyse de l’influence de l’application de déchargements à des âges divers sur les éprouvettes de béton permettant de mettre en évidence le fait que la méthode dite aux deux fonctions avec la fonction de recouvrance proposée par Yue et Taerwe reproduit la plupart des résultats expérimentaux de manière très satisfaisante.
-Développement d’un programme d’analyse en section suivant la méthode pas-à-pas étendu à la méthode aux deux fonctions afin de mieux tenir compte de la recouvrance, ce qui a permis d’optimiser les phases de préfabrication des ponts-bacs en changeant l’instant de mise en précontrainte. Les simulations ont montré que si le béton du pont-bac est chauffé, la mise en précontrainte peut s’effectuer à 20 heures d’âge du béton.
-Développement d’un programme d’analyse de structure au moyen d’éléments finis de type poutre et dont l’algorithme de résolution applique la méthode aux deux fonctions, ce qui a permis d’optimiser les phases de construction de viaducs hyperstatiques constitués par la jonction de deux ponts-bacs.
-Proposition d’une modélisation fondée sur la compréhension des phénomènes physico-chimiques à l’origine des effets différés et couplée à une étude locale de l’évolution du degré d’hydratation et de la teneur en eau permettant de tenir compte des changements de conditions aux limites en terme d’échange de chaleur et d’humidité qui ont lieu au cours de l’histoire des ponts-bacs dans l’évaluation de leur comportement à long terme. Pour chaque composante des déformations différées (le retrait thermique, le retrait endogène, le retrait et le fluage de dessiccation, le fluage fondamental), une modélisation a été proposée.
-Développement d’un programme d’analyse de section basé sur une approche incrémentale avec l’algorithme récursif et exponentiel proposé par Bažant et dans lequel les composantes des effets différés ont été intégrées suivant la modélisation proposée.
Les résultats sont encourageants car ils ont permis de reproduire de manière beaucoup plus réaliste les évolutions des déformations mesurées dans le pont-bac instrumenté à Bruxelles.
Doctorat en sciences appliquées
info:eu-repo/semantics/nonPublished
Rocha, Tassiana Duarte da. "Análise numérica do comportamento de juntas entre aduelas de vigas protendidas." Universidade do Estado do Rio de Janeiro, 2012. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=5616.
Повний текст джерелаSeveral researchers have studied the behavior and the use of concrete staves, which are segmented beams in structural systems, especially bridges and overpasses, in civil engineering. For this reason, numerous studies have been published in recent years supported by experimental tests and numerical analyzes. The behavior of these beams in contrast to the conventional monolithic beams in different ways because the structure is composed of portions of pre-cast concrete elements which after being placed in situ are prestressed. The prestressing can be adhered or otherwise attached. The main advantage of this system of construction is speed and high quality control, so it is widely used; there is a demand forecast study their actual behavior. In this paper, we present a finite element model to simulate the behavior of composite beams prestressed by adherent with staves. Therefore, the objective of this research is to make a contribution to the study of static structural behavior of beams targeted observing the behavior of joints using a commercial program. For the model are employed standard techniques of discretization via the finite element method (FEM), using the finite element program SAP2000 [90]. The model is made of elements suitable for plaque to represent the actual beam, the prestressing is introduced by means of two-dimensional bar which transfer the stresses along its length and the joints are implemented using contact elements proposed by the program, called Link. The analysis is two dimensional and considers the effects of prestressing losses. This research also aims to study the contact elements especially the characteristics of deformation to this computational tool. The definition of parameters for the model was based on experimental data available in literature. The numerical model was calibrated and compared with experimental results obtained in laboratory trials.
Páteček, Tomáš. "Most na rampě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227659.
Повний текст джерелаPěkník, Robin. "Obloukový most přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227654.
Повний текст джерелаZvolánek, Lukáš. "Most přes Lochkovské údolí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226443.
Повний текст джерелаVečeřa, Jan. "Most přes místní komunikaci a potok." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240232.
Повний текст джерелаKopřiva, Jan. "Návrh mostu na dálnici D1 (Jánovce - Jabloňov)." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227605.
Повний текст джерелаŠkarda, Jan. "Návrh spojité mostní konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391999.
Повний текст джерелаSicha, Jakub. "Statické řešení zastřešení nádrže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409778.
Повний текст джерела