Relevant bibliographies by topics / Wave loading models / Dissertations / Theses
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Dissertations / Theses on the topic 'Wave loading models'

Author: Grafiati
Published: 10 March 2023

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1

Mockutė, Agota [Verfasser]. "Suitability of Wave Loading Models for Offshore Wind Turbine Monopiles in Rough Seas / Agota Mockute." Düren : Shaker, 2020. http://nbn-resolving.de/urn:nbn:de:101:1-2020090605232739927321.

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2

Mockute, Agota [Verfasser]. "Suitability of Wave Loading Models for Offshore Wind Turbine Monopiles in Rough Seas / Agota Mockute." Düren : Shaker, 2020. http://d-nb.info/1217164081/34.

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3

Jain, Jayesh R. "Homogenization Based Damage Models for Monotonic and Cyclic Loading in 3D Composite Materials." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1230431496.

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4

Kitchen, Ryan L. "Improving Steering Module Efficiency for Incremental Loading Finite Element Numeric Models." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1248.pdf.

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5

Kowalczyk, Piotr Jozef. "Validation and application of advanced soil constitutive models in numerical modelling of soil and soil-structure interaction under seismic loading." Doctoral thesis, Università degli studi di Trento, 2020. http://hdl.handle.net/11572/275675.

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This thesis presents validation and application of advanced soil constitutive models in cases of seismic loading conditions. Firstly, results of three advanced soil constitutive models are compared with examples of shear stack experimental data for free field response in dry sand for shear and compression wave propagation. Higher harmonic generation in acceleration records, observed in experimental works, is shown to be possibly the result of soil nonlinearity and fast elastic unloading waves. This finding is shown to have high importance on structural response, real earthquake records and re
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6

Bailey, J. S. L. "Experimentally verified fluid loading models for slender horizontal cylinders in waves." Thesis, University of Sussex, 2000. http://sro.sussex.ac.uk/id/eprint/737/.

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This thesis reports on research work aimed at improving methods for predicting the fluid loading on fixed- and compliant offshore structures in waves. In focusing on slender member fluid-interaction models, the limitations and uncertainties associated with the widely-used Morison equation are examined. An improved empirical model has been developed and tested extensively alongside the Morison equation, using real experimental data. This improved model gives a better representation of the frequency dependency of the fluid-loading coefficients: this is particularly important in compliant motion
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7

Matemu, Christian Hillary. "Development of a One-Way Coupled Diffraction/Trapped Air Model for Predicting Wave Loading on Bridge Superstructure Under Water Wave Attack." UNF Digital Commons, 2018. https://digitalcommons.unf.edu/etd/823.

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In recent years, a number of researchers have applied various computational methods to study wind wave and tsunami forcing on bridge superstructure problems. Usually, these computational analyses rely upon application of computational fluid dynamic (CFD) codes. While CFD models may provide reasonable results, their disadvantage is that they tend to be computationally expensive. During this study, an alternative computational method was explored in which a previously-developed diffraction model was combined with a previously-developed trapped air model under worst-case wave loading conditions (
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8

Douglas, Steven. "Numerical Modeling of Extreme Hydrodynamic Loading and Pneumatic Long Wave Generation: Application of a Multiphase Fluid Model." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/34076.

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In this study, a three-dimensional two-phase (air and water) numerical solver is applied to investigate free surface flows. The first component aims to improve the overall understanding of the underlying physical mechanisms that occur during the interaction between turbulent hydraulic bores and simple structures. Data collected during large-scale physical experiments based on generating dam-break waves in a horizontal rectangular channel is used for comparing to the numerical results. An extensive sensitivity analysis on numerical parameters including spatial discretization and turbulence mode
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9

Storhaug, Gaute. "Experimental investigation of wave induced vibrations and their effect on the fatigue loading of ships." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2007. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-1521.

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<p>This thesis represents an attempt to reveal and explain the mysterious excitation sources which cause global wave induced vibrations of ships. The wave induced vibrations of the hull girder are referred to as springing when they are associated with a resonance phenomenon, and whipping when they are caused by a transient impact loading. Both phenomena excite the governing vertical 2-node mode and possibly higher order modes, and consequently increase the fatigue and extreme loading of the hull girder. These effects are currently disregarded in conventional ship design. The thesis focuses on
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10

Liang, Zuodong. "Three-Dimensional Model for Seabed Instability around Offshore Pipelines under Combined Wave and Current Loadings." Thesis, Griffith University, 2020. http://hdl.handle.net/10072/391522.

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Seabed stability near offshore pipelines is one of the main concerns in engineering practice, being potentially affected by waves and ocean currents. The traditional model used to analyse soil behaviour near the pipeline assumes a two-dimensional interaction between the seabed and the marine structure. In other words, it is generally believed that the waves travel in the direction of the pipe. However, the actual marine environment is three-dimensional, with waves and currents approaching the structure from all directions. Based on a wide review of the literature, it may be claimed that the si
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11

Lee, Keejoo. "A ceramic damage model for analyses of multi-layered ceramic-core sandwich panels under blast wave pressure loading." College Park, Md. : University of Maryland, 2005. http://hdl.handle.net/1903/2589.

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Thesis (Ph. D.) -- University of Maryland, College Park, 2005.<br>Thesis research directed by: Aerospace Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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12

Ahmad, Saad. "Modeling the Discharge Loading of Radio Frequency Excited CO2 Slab lasers." Digital WPI, 2011. https://digitalcommons.wpi.edu/etd-theses/1081.

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"RF excited CO2 lasers are widely used in industry. They provide relatively high power discharge levels while maintaining compactness, simplicity, and durability with respect to other competing laser technologies. To attain high power levels in the range of 5-10 KW, lasers with large electrode areas have to be designed. Unfortunately, due to the large electrode length requirements, transmission line effects make the discharge loading nonlinear, adversely affecting the efficiency of the CO2 laser. A standard approach to linearize the discharge loading is to introduce shunt inductors across the
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13

Naty, Stefania. "Sistemi per la produzione di energia nell'ambito di infrastrutture portuali." Doctoral thesis, Università di Catania, 2018. http://hdl.handle.net/10761/3976.

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Il mare rappresenta una inesauribile fonte di energia rinnovabile, di particolare interesse economico per i territori che si affacciano lungo le coste, grazie ad una tariffa particolarmente incentivante proposta da alcuni Paesi. Lo sfruttamento di questa fonte di energia richiede lo sviluppo di tecnologie adatte alla fonte di energia e al sito di interesse. Tra le varie forme di energia, quella relativa al moto ondoso viene convertita in energia elettrica attraverso l impiego dei diversi sistemi di produzione noti come Wave Energy Converter WEC. Le tipologie di WEC brevettate sono molteplici,
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14

Siniscalchi, Minna Sara. "Advanced wind farm control strategies for enhancing grid support." Doctoral thesis, TDX (Tesis Doctorals en Xarxa), 2019. http://hdl.handle.net/10803/669244.

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Nowadays, there is rising concern among Transmission System Operators about the declining of system inertia due to the increasing penetration of wind energy, and other renewable energy systems, and the retirements of conventional power plants. On the other hand, by properly operating wind farms, wind generation may be capable of enhancing grid stability and ensuring continued security of power supply. In this doctoral thesis, new control approaches for designing wind farm optimization-based control strategies are proposed to improve the participation of wind farms in grid support, specially in
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15

Mockute, Agota. "Suitability of wave loading models for offshore wind turbine monopiles in rough seas." Doctoral thesis, 2019. http://hdl.handle.net/2158/1178434.

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This thesis discusses the suitability of numerical wave loading models for monopile-supported offshore wind turbines in rough seas, where models tend to lose validity and dangerous nonlinear phenomena occur.
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16

Shiue, Jyh-Horng, and 薛志宏. "INVESTIGATION ON MECHANICAL BEHAVIOR OF THE SANDY SEABED UNDER WAVE-INDUCED LOADINGS BY USING MODEL TEST." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/78237916593182691540.

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17

KaiWu and 吳愷. "Computer-aided analysis on scale-down group pile model of offshore wind turbine subjected to wind and wave loadings." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/jza487.

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碩士<br>國立成功大學<br>土木工程學系<br>102<br>This research is focus on responses of scale-down offshore wind turbine foundation that subjected to wind and wave loadings. Finite element method is adopted to analyze both static and dynamic behaviors of group piles of offshore wind turbines that suffer complicated loadings. The Abaqus code is used in this study to solve complicated and highly non-linear problem including soil-structure-soil interaction that is the center part of pile foundation analysis. Both scale-down and non-scale-down model analyses with the same loadings and boundary conditions are perf
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