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Zobrazují se záznamy 27296-27315 z 56057

    • Numerical Algorithms of Quadratic Programming for Model Predictive Control 

      Autor: Šantin, Ondřej; Vedoucí práce: Havlena, Vladimír
      (2016)
      This dissertation thesis deals with the development of algorithms for the e ective solution of quadratic programming problems for the embedded application of Model Predictive Control (MPC). MPC is a modern multivariable ...

    • Numerical Analysis of Bell Tower of St. Jakub in Kutná Hora 

      Autor: Hanafiah Dwipayana Ali Muhammad; Vedoucí práce: Fajman Petr; Oponent práce: Polák Michal
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-07-06)
      Numerická analýza kostelní věže sv. Jakuba v Kutné Hoře Je velkou výhodou (jako v našem případě), pokud lze numerický model konstrukce podpořit výsledky experimentálních měření získaných na skutečné konstrukci. To dovoluje ...

    • Numerical Analysis of Climatic Conditions Influence on the Current State of the St. Ann Church 

      Autor: Brenda Natalie Podio; Vedoucí práce: Krejčí Tomáš; Oponent práce: Kočí Jan
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2019-07-25)
      Broumovská skupina kostelů patří mezi symboly bohatého historického a kulturního dědictví České republiky. Jedná se o unikátní soubor devíti barokních kostelů postavených v poměrně krátké době počátkem 18. století. Jedním ...

    • Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints 

      Autor: Mikheeva Margarita; Vedoucí práce: Simoes Rui António Duarte; Oponent práce: Costa Ricardo José
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-01-08)
      Hollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, ...

    • Numerical analysis of the relaxation of a bending moment, aroused over the support due to its settlement in a continuous composite steelconcrete beam, using integral equations of volterra 

      Autor: Partov D.N.; Kantchev V.K.; Stoyanov Ch.P.; Křístek V.
      (Slovak University of Technology in Bratislava, 2018)
      The paper presents numerical analysis of the stress changes due to creep in statically indeterminate composite steel-concrete beam. For determining the relaxation of a bending moment, aroused over the support due to ...

    • Numerical and experimental solutions of self-induced instability of bridge 

      Autor: Král Radomil; Vedoucí práce: Rypl Daniel; Oponent práce: Máca Jiří
      (České vysoké učení technické v Praze. Vypočetní a informační centrum., 2011-12-17)
      The thesis is focused on a solution of self-induced oscillations and instabilities of slender beams in the wind. It uses a combination of appropriately selected numerical methods and experiments in a wind tunnel. The author ...

    • NUMERICAL AND MECHANICAL ANALYSES OF A 3D-PRINTED TITANIUM TRABECULAR DENTAL IMPLANT 

      Autor: Řehounek , Luboš; Jíra , Aleš
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The main focus of this paper is to investigate and describe a novel biomaterial structure. The trabecular structure has only recently been recognized as a viable alternative for prostheses and implants and seems to have ...

    • Numerical Assessment of Friction Dampers Under Quasi-Static and Impact Loading 

      Autor: Maqbool Uzair; Vedoucí práce: Cruz Santiago Aldina Maria; Oponent práce: Borges Pereira Eduardo Nuno
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2018-02-07)
      Steel structures are being the most widely used form of construction in various types of applications around the globe in recent years. To make the built environment sustainable, steel construction is considered as the ...

    • NUMERICAL CALCULATION OF THE COMPLEX BERRY PHASE IN NON-HERMITIAN SYSTEMS 

      Autor: Wagner , Marcel
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      We numerically investigate topological phases of periodic lattice systems in tight-binding description under the influence of dissipation. The effects of dissipation are effectively described by PT-symmetric potentials. ...

    • NUMERICAL COMPARISON OF TRANSGINGIVAL AND SUBGINGIVAL DENTAL IMPLANTS IN REGARD TO THEIR STRESS DISTRIBUTIONS 

      Autor: Řehounek, Luboš; Jíra, Aleš; Javorská, Gabriela; Bodlák, Daniel
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2021)
      Most modern dental implants differentiate in regard to the fixation of the abutment into two main categories - the external or internal hexagon or octagon. We performed mechanical tests according to the ČSN EN ISO 14801 ...

    • NUMERICAL DISCRETISATION OF BUILT STRUCTURES ASSUMPTION AND REALITY 

      Autor: Gutermann, Marc; Schröder, Carsten
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2017)
      The second half of the 20th century was affected by the introduction of electronic data processing. The numerical methods appeared to be capable of solving every engineering problem. However, dealing with real problems, ...

    • Numerical Estimation of Radiation Induced Volumetric Expansion of Igneous Rocks 

      Autor: Khmurovska Y.; Štemberk P.
      (AIP Publishing, 2021)
      This study presents an estimation of the radiation-induced volumetric expansion of three different igneous rocks which are commonly used as aggregates in ordinary concrete, namely, gabbro, diabase and granite. The numerical ...

    • Numerical Evaluation of Bearing Capacity of the All Saint´s Church Walls in Broumov, CR 

      Autor: Susanti Evi; Vedoucí práce: Kuklík Pavel; Oponent práce: Šejnoha Michal
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-07-03)
      Kostel Všech svatých je součástí Broumovské skupiny kostelů, která významně prezentuje bohatství české barokní architektury v severočeském regionu. Kostel byl postaven proslavenou rodinou architektů, Dientzenhoferů. ...

    • Numerical Evaluation of Contact Blast Experiment Using LS-Dyna 

      Autor: Janota O.
      (Department of Concrete and Masonry Structures, 2017)
      The paper presents gained knowledge from numerical simulations of full scale experimental programme focused on behaviour and resistance of concrete panels under contact explosion. The experimental measurements took place ...

    • Numerical Implementation of Distortional Hardening Models 

      Autor: Marek René; Vedoucí práce: Plešek Jiří; Oponent práce: Halama Radim
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2019-03-16)
      The presented thesis describes the formulation of two new constitutive models of metal plasticity within the realm of small strains, both featuring directional distortional hardening. New yield functions have been proposed ...

    • A Numerical Investigation of the Effect of Cubic Crystals Orientation on the Indentation Modulus 

      Autor: Materna A.; Haušild P.; Nohava J.
      (Polish Academy of Sciences, 2015)
      The elastic finite element computations of the indentation process with the Berkovich indenter are performed to examine the effect of cubic crystal and indenter orientation on indentation moduli of anisotropic material. ...

    • Numerical investigation of the robustness of extended end-plate bolted beam-to-column joints subjected to column removal 

      Autor: Diňo Mateo Joseph Romeo; Vedoucí práce: D´Aniello Mario; Oponent práce: De Martino Attilio
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2017-01-08)
      Emphasis on the study of robustness of structures have gained attention after the famous collapse of infrastructures over the years. After the 9/11 World Trade Center incident, a drastic increase on researches on progressive ...

    • Numerical Investigations into the Seismic Behaviour of Free from Damage Joints 

      Autor: Krehnbrink Joshua Leo; Vedoucí práce: Landolfo Raffaele; Oponent práce: De Martino Attillio
      (České vysoké učení technické v Praze. Vypočetní a informační centrum.Czech Technical University in Prague. Computing and Information Centre., 2018-02-01)
      The current strategy implemented in EN 1998 for designing buildings with resistance against seismic actions is based on capacity design principles. This method allows the formation of plastic hinges into predefined parts ...

    • NUMERICAL METHOD FOR ESTIMATION OF TENSILE LOAD IN TIE-RODS 

      Autor: Riabova, Kseniia; Collini, Luca; Garziera, Rinaldo
      (České vysoké učení technické v PrazeCzech Technical University in Prague, 2016)
      The work introduces a two-phase method for determination of axial loads in tie-rods. The method described here consists of an experimental activity and an automated numerical calculation. The influence of considering an ...

    • Numerical Methods for Quantity Remapping in the Context of Indirect Arbitrary Lagrangian-Eulerian (ALE) Hydrodynamics 

      Autor: Kuchařík, Milan
      (ČVUT. Fakulta jaderná a fyzikálně inženýrská., 2017)
      For hydrodynamic simulations of fast flows, the indirect Arbitrary Lagrangian Eulerian (ALE) methods represent one of the few state of the art numerical approaches, which are efficient, accurate, and robust enough for ...