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1

Nugroho, Widijanto Satyo. "Waves generated by a load moving on an ice sheet over water." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ32720.pdf.

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Johansson, Christoffer. "Simplified dynamic analysis of railway bridges under high-speed trains." Licentiate thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122436.

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The world-wide development of new high-speed rail lines has led to more stringent design requirements for railway bridges. This is mainly due to the fact that a train at high speeds can cause resonance in the bridge superstructure.  In order to avoid problems of this kind, it has become essential to perform dynamic simulations, which are usually carried out in a time consuming finite element program. The main reason for not using an analytical solution is that this type of solution only exists for simple bridges, e.g., simply supported bridges. The aim of this thesis, is therefore the developm
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Darestani, Mostafa Yousefi. "Response of concrete pavements under moving vehicular loads and environmental effects." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16662/.

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The need for modern transportation systems together with the high demand for sustainable pavements under applied loads have led to a great deal of research on concrete pavements worldwide. Development of finite element techniques enabled researchers to analyse the concrete pavement under a combination of axle group loadings and environmental effects. Consequently, mechanistic approaches for designing of concrete pavements were developed based on results of finite element analyses. However, unpredictable failure modes of concrete pavements associated with expensive maintenance and rehabilitatio
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BOY, SERPIL. "RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES." University of Cincinnati / OhioLINK, 2004. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332.

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Jedlička, Michal. "Statická analýza pohyblivé výškové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372265.

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The thesis is about static analysis of moving skyscraper (inspired by The Dynamic Tower). There is a rotation of each particular floor around its axis independently on each other. In this thesis, moving skyscraper is solved as a whole piece with specialization in the moving floors and their mounting on the core of the building.
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程遠勝 and Yuansheng Cheng. "Vibration analysis of bridges under moving vehicles and trains." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2000. http://hub.hku.hk/bib/B3124001X.

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Kinclová, Radka. "Dynamická analýza mostní konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227208.

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The objective of this diploma thesis is a dynamic analysis of a cable-stayed walkway. The RFEM structural analysis software is used for the calculation. Design principles of the structure are explained and analysis of the construction phases is then performed. The eigenmodes of the structure are calculated for various material combinations. The thesis examines the effects of moving loads and earthquake effects using several different methods. A comparison of the various loading effects on the structure and also the calculation methods is presented at the conclusion.
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Wang, Juan. "Shakedown analysis and design of flexible road pavements under moving surface loads." Thesis, University of Nottingham, 2011. http://eprints.nottingham.ac.uk/12836/.

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Flexible road pavements often fail due to excessive rutting. as a result of cumulative vertical permanent deformation under repeated traffic loads. The currently used analytical approach to flexible pavement design evaluates the pavement life in terms of critical elastic strain at the top of the subgrade. Hence, the plastic pavement behaviour is not properly considered. Shakedown analysis can take into account the material plasticity and guarantee structure stability under repeated loads. It provides a more rational design criterion for flexible road pavements. Finite element analyses using th
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Kavipurapu, Praveen Kumar. "Forced vibration and hygrothermal analysis of composite laminated beams under the action of moving loads." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3990.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains x, 65 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 63-65).
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Johnson, Dona Jacqueline. "Investigation of the performance of flexible pavement systems under moving loads using finite element analyses /." Full text available online, 2008. http://www.lib.rowan.edu/find/theses.

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Zheng, Dingyang. "Vibration and stability analysis of plate-type structures under moving loads by analytical and numerical methods /." Hong Kong : University of Hong Kong, 1999. http://sunzi.lib.hku.hk/hkuto/record.jsp?B20933320.

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Karoumi, Raid. "Response of cable-stayed and suspension bridges to moving vehicles : Analysis methods and practical modeling techniques." Doctoral thesis, KTH, Byggkonstruktion, 1998. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2764.

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This thesis presents a state-of-the-art-review and twodifferent approaches for solving the moving load problem ofcable-stayed and suspension bridges. The first approach uses a simplified analysis method tostudy the dynamic response of simple cable-stayed bridgemodels. The bridge is idealized as a Bernoulli-Euler beam onelastic supports with varying support stiffness. To solve theequation of motion of the bridge, the finite difference methodand the mode superposition technique are used. The second approach is based on the nonlinear finite elementmethod and is used to study the response of more
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Ehland, Andreas. "Vibrations of precast and partially prestressed floor systems under moving loads : development of a dynamic fork-lift truck model for vibration serviceability analysis and its application." Thesis, University of Oxford, 2009. http://ora.ox.ac.uk/objects/uuid:9820a6a3-6b98-44b3-89e0-3aadb818b606.

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This project studies the dynamic response of a composite floor system to excitations from moving fork-lift trucks. The floor system analysed is a system of precast and partially prestressed double-tee elements with a cast in-situ topping. Currently, there are concerns whether the vibrations caused by fork-lift trucks might exceed acceptable limits due to an ongoing trend towards structures of higher slenderness. This study investigates the mechanical background of the excitation and the current design of the floor system. The study is divided into three major chapters: <strong>Dynamic fork-lif
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Huang, Guan-Fu, and 黃冠富. "Vibration analysis of Rairoads Subjectd to A moving Load." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/35023393613923229881.

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Wei-ZhiLiao and 廖偉智. "Vibration Analysis of Sandwich Piezoelectric Plate under Moving Load." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/8cax93.

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碩士<br>國立成功大學<br>工程科學系<br>107<br>The purpose of this paper is to investigate the dynamic response of a piezoelectric sandwich Mindlin Plate. The upper and lower layers of the sandwich plate structure are aluminum alloy plates with piezoelectric material (PZT-5H) in the middle. The stresses and strains of the structure in this paper are calculated via the Mindlin plate theory. The kinetic energy and strain energy are derived by stress and strain. The governing equations of the piezoelectric sandwich plate are derived by Performing Hamilton's Principle. The modal frequencies of the piezoelectri
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Ming-CheTsai and 蔡明哲. "Vibration Analysis of Piezoelectric Mindlin Plate under Moving Load." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/95409247531643997295.

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碩士<br>國立成功大學<br>工程科學系<br>104<br>This study presents the vibration analysis of piezoelectric Mindlin plate under moving load. The host plate is aluminum and the bottom surface bonded with a piezoelectric plate. The governing equations and boundary conditions of the entire system are derived from performing Hamilton’s principle. The finite element method is adopted to analyze the behavior of the entire plate. The shape functions of one element are constructed from solving the equations of static equilibrium. Newmark’s Integration Method is adopted to analyze the plate’s dynamic response. The ef
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Huang, J. R. Fred, and 黃建榮. "Nonlinear Dynamic Analysis of Flexible Structures Traversed by Moving Load." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/45555080253300583318.

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碩士<br>國立海洋大學<br>機械與輪機工程學系<br>86<br>The purpose of this study is to conduct nonlinear dynamic analysis and vibration control of flexible structures traversed by moving loads. Finite element analysis of the flexible structures carrying a constant speed movingmass or a constant acceleration moving mass was studied first.Efficient design may not be achieved since the traditional linear analysis over- estimates theimpact factors due to ignorance of the geometric non-linearity when the mov
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Wang, Teng-Yun, and 王騰雲. "Dynamic Analysis for Beam on Elastic Foundation under Harmonic moving load." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/84243846559806678220.

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碩士<br>國立交通大學<br>土木工程學系研究所<br>86<br>This paper will set up the analytical model for system ofhigh-speed rail ro ad.The model will include vehicle and steeltrack and elastic foundation.The dy namic response of steeltrack under a high-speed harmonic moving load of rail-s ystemis studied first. By the change of load-velocity and vibratorycircular fr equency, we can explore the behavior of dynamicresponse due to harmonic excita tion. Therefore, the impedanceof the rail can be found. Then, the vehicle resp onse
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Huang, Guo-Shiuan, and 黃國軒. "Dynamic analysis of a rotating shaft under a moving skew load." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/88696531202410496394.

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碩士<br>國立中正大學<br>機械系<br>88<br>ABSTRACT The modern design of high quality machine tool requires high performance of high speed spindle and high rate of feed drive system. It is known that the feed drive system driven by ball screw usually will induce large vibration at high feed rate. To attenuate the vibration level, the dynamic behaviors of ball screw under a moving skew load at high spin speed should be analyzed. In this study, the system of ball screw under a moving skew load is analyzed using assumed mode method. The ball screw is modeled as a rotating shaft with simpl
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Kudryk, IAN. "A BIOMECHANICAL ANALYSIS OF A SPECIALIZED LOAD CARRIAGE TECHNIQUE AND THE DEVELOPMENT OF AN ASSISTIVE LOAD CARRIAGE DEVICE." Thesis, 2008. http://hdl.handle.net/1974/1535.

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During field observations of professional movers, it was noticed that some experienced movers carried loads posterior to their pelvis. The purpose of this study was two-fold: (1) to assess the biomechanical differences between hand-held load carriage anterior (AC) and posterior (PC) to the pelvis; and, (2) to determine if an assistive load carriage device could reduce muscle effort while carrying loads either anterior or posterior to the pelvis. In the first laboratory study, an electromyographic (EMG) analysis was conducted while participants carried a load on a treadmill using AC and PC te
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Shih, Po-Yun, and 施博雲. "The Dynamic Analysis of A Mooring Floating Bridge due to A Moving Load." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/36059768786582440837.

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碩士<br>國立成功大學<br>造船工程學系<br>82<br>The natural frequencies and mode shapes,and the coupled rigid- body (rolling) motion and elastic (flexural and torsional) vibration of a partial-catenary-moored floating bridge (in still water) subjected to a moving load are investigated. The mathematical model is obtained by simplifying one of the floating bridges in Lake Washington at Seattle, U.S.A.. For deriving the element mass matrix and stiffness matrix,the bridge is considered to be an elastic body su
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Kuen-AnHsieh and 謝坤安. "Dynamic Analysis of an Elastically Supported, Spinning Beam Subjected to a Moving Load." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/39064055435692135278.

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碩士<br>國立成功大學<br>航空太空工程學系碩博士班<br>100<br>In this thesis studies the dynamic response of an Elastically Supported Spinning Beam Subjected to a Moving Load. Firstly, this study simulates the Timoshenko beam, subject is under a moving force along the axial, this study uses the finite element method to construct the model, then uses the Lagrangian approach to derive the equations of motion, using the Runge-Kutta method to solve the dynamic response of the spinning system, and then we discuss stiffness coefficient, the speed of moving load, shaft whirl speed that may affect the system dynamic respons
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Shao-ChiTseng and 曾紹齊. "Dynamics Analysis of Moving Load on Timoshenko Beam Surface-Mounted with Piezoelectric Layer." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/22563068988182850113.

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碩士<br>國立成功大學<br>工程科學系<br>105<br>The purpose of this thesis is to study the dynamic responses of moving load on cantilever beam and simply-supported beam, which has a piezoelectric sheet mounted on the bottom surface. The Timoshenko theory is adopted in this study. The displacement and rotation of all components of the entire beam are set. The displacements, stresses, strains, electric field and electric displacements are used to derive electrical enthalpy, strain energy and kinetic energy of the entire beam. The governing equations and the corresponding boundary condition are derived via the H
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Fang, Chien-Chih, and 方建智. "Nonlinear Dynamic Analysis and Control of Chaos for a Suspended Track with Moving Load." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/75848568533293524498.

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碩士<br>國立交通大學<br>機械工程研究所<br>86<br>The thesis is to present the detailed dynamic analysis of a suspended track with moving load. By subjecting to a harmonic torque and external periodic force, rich of dynamics behaviors of the system are presented. It has shown that the system exhibits both regular and chaotic motion. By using the Lyapunov direct method the conditions of stability of the relative equilibrium position can be determined. The instability of the system is studied by using Chetaev's theorem. By applying various numerical results such as phase plane, Poincare map, time history and pow
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Lin, Liang-shiann, and 林良憲. "Dynamic Analysis of Rotor-Bearing System Subjected to Moving Load due to Variable Mass." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/12509192278168969698.

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HSIEN, YEN CHAO, and 顏肇賢. "Vibration analysis of a cracked simply supported beam with a moving load of constant speed." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/81883072968164605162.

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碩士<br>大葉大學<br>車輛工程學系碩士班<br>93<br>In this study, a hybrid numerical/analytical method that permit the efficient calculation of dynamic characteristics of a cracked simply supported beam with a moving load of constant speed is presented. First, assuming the beam obeying the Euler-Bernoulli beam theory, the equation of motion of the system is derived. By using the transfer matrix method, eigensolutions (natural frequencies and mode shapes) of the cracked system can be determined. Forced response of the moving load can be obtained by model expansion theory. Some numerical results are calculated an
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Zong-JyunJiang and 江宗駿. "Dynamics Analysis of Moving Load on Multi-span Timoshenko Beam Surface-Mounted with Piezoelectric Layer." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/ghvczp.

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Yu-KaiHung and 洪育凱. "Dynamic Analysis of Moving Load on Multi-span Mindlin Plate Surface-Mounted with Piezoelectric Layer." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/8qzf5t.

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Wei-YuanTseng and 曾偉元. "Dynamic Analysis of Moving Load on Two-span Composite Cylindrical Shells Stiffened with Piezoelectric Ring." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/4k9a8h.

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Wang, Chuen-Ren, and 王春仁. "Dynamic Analysis of a Rotating Shaft with Elastic Bearing Subjected to a Harmonic Moving Spiral Load." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/99920845929162148202.

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碩士<br>國立中正大學<br>機械工程所<br>98<br>This study mainly studies which the dynamic response of a rotating shaft subjected to the harmonic effect of the moving spiral load. This study regard the rotating shaft as Rayleigh beam and is used the global assumed mode method (GAMM) which simulates the dynamic deflection of a rotating shaft, and the two end support is simulated to the springs, this study propose the distribution of a spiral load is mainly derived from the type of the arrangement of the steel ball between the nut and ball screw, and consider this load subjected to the effect of the different s
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Chi-YeLyu and 呂祈曄. "Dynamics Analysis of Moving Load on Multi-span Timoshenko Curved Beam Surface-Mounted with Piezoelectric Layer." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/qswc6r.

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Chang, Chieh-Yao, and 張介耀. "The Analysis Applied Rayleigh And Lamb Methods On Surface And Internal Waves Induced By Moving Pressure Load." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/04913803915431576537.

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碩士<br>國立臺灣大學<br>造船工程學系<br>81<br>Free surface waves with constant depth and internal waves in nonhomogeneous fluids induced by the moving pressure load are treated, and the analytical solutions are given from the appli- cations of Rayleigh and Lamb methods used on the free surface waves with infinite depth. The purpose of this paper is to com- pare these two different analytic methods applied to different conditions. It is shown that for finite-depth category, there are a number of differenc
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DERRICK and 陳南吉. "Vibration Analysis of a Beam with Intermediate Flexible Constraints Subject to a Moving Load of Constant Speed." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/48072642466148036651.

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碩士<br>大葉大學<br>車輛工程學系碩士班<br>94<br>In this study, a hybrid numerical/analytical method that permits the efficient calculation of dynamic characteristics of a beam with intermediate flexible constraints subject to a moving load of constant speed is presented. First, assuming the beam obeying the Euler-Bernoulli beam theory, the equation of motion of the system is derived. By using transfer matrix method, eigensolutions (natural frequencies and mode shapes) of the beam system can be determined. Afterwards, the intermediate flexible constraints subject to a moving load of constant speed is analy
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Yi-ChengLai and 賴逸丞. "Dynamic Analysis of a Composite Beam with One-Sided Surface Mounted Piezoelectric Material under the Moving Load Effect." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/37555021500251124941.

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碩士<br>國立成功大學<br>工程科學系<br>104<br>The purpose of this thesis is to study the dynamic responses of a composite beam, which has a piezoelectric sheet mounted on the bottom surface, under the moving load effect. The Timoshenko theory is adopted in this study. The composite beam is regarded as a three-span beam and each span has top and bottom components. The lower layer of the second span is a piezoelectric material. All the other parts are composite material. The total electric enthalpy and kinetic energy of the entire beam are obtained with displacements, stresses and strains. The governing equat
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Liou, U. N., and 劉勇男. "Deterministic and Random Vibration Analysis of a Non-linear Beam on an Elastic Foundation Subjected to a Moving Load." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/41927625607328133016.

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碩士<br>國立中興大學<br>應用數學研究所<br>82<br>In this paper, the deterministic and random vibration analysis of a nonlinear beam on an elastic foundation subjected to a moving load, which may simulate railway track, runway, etc, has been performed. The effects of longitudinal deflection and inertia have been considered so that the coupled equations of longitudinal and transverse deflections can be derived based on Bernoulli-Euler hypothesis. The randomness of the beam profile has been considered in such
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Jhih-KaiWu and 吳智凱. "Analysis of Coupling Effects of Mechanical and Electrical Responses of Timoshenko Beam Surface-Mounted with Piezoelectric Material Subjected to a Moving Load." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/37668549009196103189.

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碩士<br>國立成功大學<br>工程科學系<br>105<br>The purpose of this thesis is to study the coupling effects of mechanical and electrical responses of two types of Timoshenko beams: cantilevered and simply-supposed, which is mounted with a piezoelectric material on the top surface. The charge equation of the piezoelectric material is included in the study. Governing equations and boundary conditions are derived via the Hamilton’s principle. The natural frequencies and the corresponding sets of mode shape functions are obtained by analytical method. A moving load on the beam is taken as an example. The effects
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Shen, Pao-Anne, and 沈寶安. "Dynamic Analysis of Rigid Pavement Subjected to Moving Loads." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/73328255607192652607.

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Yang, Jia-Yuan, and 楊嘉源. "An Analysis Model of Moving Loads on Rail Systems." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/bxfcj5.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>105<br>The main purpose of this study is to explore the analytical model of the rail system under moving loads. By decreasing the model size and eliminating boundary effects, a simplified model can be established to simulate complex problems. The material properties of the rail system in this study are assumed to be linear; only vertical axle loads are considered, including the single axle load and the actual light rail loads. The results show that the 10-meter analytical model is sufficient to simulate the ballastless rail system under a single axle load. When carry
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Chang, Drew-kuen, and 張祖錕. "Dynamic Analysis of Multispan Structures Subjected to Moving Loads." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/39355795315460903013.

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Tong, Chen Na, and 陳南潼. "The Dynamic Analyses of Torpedo Train to Moving Loads." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/69180699808164391854.

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碩士<br>中華技術學院<br>土木防災工程研究所<br>98<br>The dynamic time history responses of the torpedo railway train have been performed an extensive analysis using SAP2000- a finite element package. The results of numerical simulation using SAP2000 compared with those conducting with SASSI2007.-a more rigorous finite element package. The objective in this research is to evaluate the feasibility of SAP2000 replacing the role playing by SASSI2007. The methodology of simulation of the wheel moving point loads implementing SAP2000 must appropriately model the sleepers and railings with the accurate velocity of the
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Chuang, Jyh-Ming, and 莊志明. "Dynamic Interaction Analysis for Elastic Supported Bridge under Moving Loads." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/61413721556443035067.

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碩士<br>國立交通大學<br>土木工程系<br>88<br>The paper is aimed at the investigation of the dynamic interaction effects for elastic supported bridge under moving loads of high-speed trains. For precisely simulating the vehicle-bridge interaction, we model moving vehicle loads, bridge surface and bridge support in moving one-axle system and moving two-axle system, the visco-elastic layer composed of spring and viscous damping of wheel and ballast track system, as well as elastic support subjected to vertical translation. First, vehicle-bridge interaction motion equation and mode shape of bridge w
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Chang, Yi-Pin, and 張毅斌. "Dynamic analysis of externally prestressed bridges due to moving loads." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/85032090003745996297.

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碩士<br>淡江大學<br>土木工程研究所<br>82<br>The purpose of this paper is to investigate the dynamic response of the externally prestressed concrete bridge due to vehicle loads and discuss the discrepancy between the dynamic and static analysis. A finite element model, including flat facet shell elements, link elements, and tendon elements, is used to model the concrete section, the key joints, and the external tendons of the segmental bridge. The dynamic loading is simulated by a HS20-44 truck moving al
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Tsai, Wen-Hsiung, and 蔡文雄. "Transverse and longitudinal vibration analyses of a crane structure due to a moving trolley load using moving finite element." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/30700612350823583540.

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碩士<br>國立高雄海洋科技大學<br>輪機工程研究所<br>97<br>This paper aims at presenting a technique to replace the moving load by an equivalent moving finite element so that both the transverse and the longitudinal inertial effects due to the moving mass may easily be taken into account simultaneously. Where the mass, damping and stiffness matrices of the moving finite element are determined by the transverse <img src="/theabs/image?id=002&account=097NKIM8484013"> inertia force, Coriolis force and centrifugal force of the moving mass, respectively. From the numerical examples illustrated, it has been found that, i
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Yan, Qian-Zhi, and 顏千智. "Vibration analysis of the continuous beam with the multi-moving-loads." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/87429506151202498689.

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碩士<br>國立中興大學<br>應用數學系所<br>98<br>Dynamic responses of the ladder track system subjected to moving train loads are investigated in this paper. The ladder track system is considered as a continuous beam rested on the visco-elastic foundation with evenly distributed spring and damper. The moving train loads are simplified as a combination of two-axle multi-moving-loads. The dynamics response of the ladder track system as continuous beam is simplified as a Euler-Bernoulli beam. Different responses of the continuous beam under various type of multi-moving-loads with constant acceleration are obta
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LI, SHI-FENG, and 李事峯. "Dynamic analysis of multispans structures subjected to moving loads using FEM." Thesis, 1992. http://ndltd.ncl.edu.tw/handle/71928581276592886600.

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Li-Jen, Chen. "Vibration Analysis of Cables in Cable-Stayed Bridges due to Moving Loads." 2004. http://www.cetd.com.tw/ec/thesisdetail.aspx?etdun=U0001-2806200419423800.

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Chen, Chun-Yen, and 陳鈞彥. "Dynamic Analysis of Poroelastic Soil MediumUnder Moving Loads by Finite Element Method." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/66340142604181531061.

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碩士<br>國立中興大學<br>土木工程學系所<br>96<br>This study aims to build the two-dimensional finite element model for pore water pressure under the moving loads. The formulation is controlled by Biot consolidation theory, Elasticity Mechanics of equilibrium equations, and elastic stress and strain linear relation; while the finite element model is established through the method of Galerkin, which analyzes the stress variations of the poroelastic solid. The solid is considered to be poroelastic in this paper. The variations of soil stresses and the differentiations of the displacement will be first discusse
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Chen, Li-Jen, and 陳立人. "Vibration Analysis of Cables in Cable-Stayed Bridges due to Moving Loads." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/35659287465709139910.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>92<br>Cables play an important role in the load-carrying system of cable-stayed bridges. Surprisingly, the problem of vehicle-induced vibration of cables mounted on cable-stayed bridges or, specifically, the problem of cable vibration induced by support motions, received only very limited attention from researchers. Based on the governing differential equation of a cable with initial tension, an exact solution was derived for the cable with support motions, considering the contribution of flexural rigidity. Such a solution is then extended to the analysis of vibrati
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Chen, Chao-Ying, and 陳昭穎. "Dynamic Analysis of Beam and Plate on an Viscoelastic Foundation Subjected to Moving Loads." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/06030200382613455662.

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Fung, Ho Ching, and 何靜芳. "Rail-Wheel Dynamical Analysis by Appling Theory of Periodically Supported Beam under Moving Loads." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/57494240749438010614.

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碩士<br>國立海洋大學<br>系統工程暨造船學系<br>89<br>The aim of this thesis is to establish the theoretical model of the rail-wheel interaction and the induced vibrations. The dynamic analyses regarding all kinds of the existing rail and train in our country have been carried out. The rail on the equidistant sleepers can be considered as a periodically supported beam. Using the theory of rail-wheel interaction, the analyses of the diversely dynamic responses of the train wheels and rails which are installed by the Taiwan Railway, the Taiwan Rapid Transit and the Taiwan High Speed Rail etc., are undertaken. Besi
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