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Tesi sul tema "In-plane behaviuor"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 18 febbraio 2022

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1

Liu, Xinpei Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Nonlinear in-plane behaviour of fixed arches under thermal loading." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2006. http://handle.unsw.edu.au/1959.4/27236.

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This thesis presents the nonlinear in-plane behaviour of circular fixed arches subjected to thermal loading only. Due to the nonlinear prebuckling behaviour of arches and its effects, classical buckling theory which is founded on geometric prebuckling linearity can not predict the in-plane buckling of arches accurately. Based on a nonlinear formulation of the strain and displacement relationship and considering constant thermal distributions only, virtual work formulations are used to establish the differential equations of in-plane equilibrium and the statical boundary conditions, from which

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2

Ceran, H. Burak. "Seismic Vulnerability Of Masonry Structures In Turkey." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612745/index.pdf.

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This study focuses on the evaluation of seismic safety of masonry buildings in Turkey by using fragility curves. Fragility curves for masonry buildings are generated by two behavior modes for load bearing walls: in-plane and out-of-plane. By considering the previous research and site investigations, four major parameters have been used in order to classify masonry buildings with in-plane behavior mode. These are number of stories, strength of load-bearing wall material, regularity in plan and the arrangement of walls (required length, openings in walls, etc.). In addition to these four paramet

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3

Chea, Ming Kai. "Investigating In-plane Shear Behaviour of Uncured Unidirectional Prepreg Tapes." Thesis, KTH, Lättkonstruktioner, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-262011.

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Steering of prepreg tows in an automated fibre placement (AFP) process allows geodesic layup trajectory over a doubly-curved surface, as well as the potential to improve the efficiency of composite structures by tailoring their stiffness. However, defects (such as out-of-plane buckling and tow pull off) are commonly generated when the steering radius exceeds a critical limit, which impact the mechanical properties of the finished product. The in- and out-of-plane material properties of the prepreg tows have been shown to significantly influence the quality of the layup. In this thesis, in-plan

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4

Yahiaoui, Mohamed. "Crush behavior of flanged plates under localized in-plane loadings." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/39990.

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5

Hossain, Khandaker Muhammed Anwar. "In-plane shear behaviour of composite walling with profiled steel sheeting." Thesis, University of Strathclyde, 1995. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21963.

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This thesis introduces a novel form of double skin composite walling with profiled steel sheeting and an infill of concrete. This is a logical extension of research on composite slabs with profiled steel sheeting currently known as popular "Fastrack" construction. The composite walling is thought to be specially applicable as shear or core walls in steel frame buildings. The profiled steel sheeting will act as a temporary shear bracing to stabilise the frame against wind and destablising forces during construction and also act as a form work for infill of concrete. In the service stage, they w

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6

Samayoa, Avalos Julio Alfredo. "Semi-engineered earthquake-resistant structures: one-storey buildings built up with gabion-box walls." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amslaurea.unibo.it/11121/.

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This thesis studies the static and seismic behavior of simple structures made with gabion box walls. The analysis was performed considering a one-story building with standard dimensions in plan (6m x 5m) and a lightweight timber roof. The main focus of the present investigation is to find the principals aspects of the seismic behavior of a one story building made with gabion box walls, in order to prevent a failure due to seismic actions and in this way help to reduce the seismic risk of developing countries where this natural disaster have a significant intensity. Regarding the gabion

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7

Calata, Jesus Noel. "Densification Behavior of Ceramic and Crystallizable Glass Materials Constrained on a Rigid Substrate." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/27645.

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Constrained sintering is an important process for many applications. The sintering process almost always involves some form of constraint, both internal and external, such as rigid particles, reinforcing fibers and substrates to which the porous body adheres. The densification behavior of zinc oxide and cordierite-base crystallizable glass constrained on a rigid substrate was studied to add to the understanding of the behavior of various materials undergoing sintering when subjected to external substrate constraint. Porous ZnO films were isothermally sintered at temperatures between 900Â°C a

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8

Niraula, Manjil. "BEHAVIOR AND DESIGN OF THE CRITICAL MEMBER IN STRUCTURES WITH IN-PLANE DISCONTINUOUS BRACED FRAMES." OpenSIUC, 2020. https://opensiuc.lib.siu.edu/theses/2751.

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When a structure with an in-plane discontinuous frame is used, a discontinuous load path is formed due to the irregularity. This is continuous load path can lead to the failure of certain elements and the structure as a whole when the structure is exposed to lateral loading. In this study, an in-plane discontinuous frame structure is exposed to gravity as well as lateral loading due to which a discontinuous load path is formed. Due to the discontinuous load path, higher value of axial load is developed on a beam which is generally designed considering it as a flexural member. The main objectiv

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9

Hawkins, Guy Lawrence. "The behaviour of bonded out-of-plane joints in fibre reinforced plastic structures." Thesis, University of Southampton, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261750.

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10

Eva, Charles Almond. "Experimental evaluation of the in-plane seismic behavior of store-front window systems." Diss., [La Jolla, Calif.] : University of California, San Diego, 2009. http://wwwlib.umi.com/cr/ucsd/fullcit?p1462129.

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Thesis (M.S.)--University of California, San Diego, 2009.<br>Title from first page of PDF file (viewed April 16, 2009). Available via ProQuest Digital Dissertations. Includes bibliographical references (p. 91-94).

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11

Prabha, K. R. Carleton University Dissertation Engineering Civil and Environmental. "Behaviour of webs of WWF shapes subjected to concentrated in-plane loads; analytical investigation." Ottawa, 1996.

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12

Stanway, Graeme Scott. "The behaviour and design of transversely stiffened plates subject to in-plane shear forces." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/46562.

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13

Koundouros, Michael. "In-plane compressive behaviour of stiffened thin-skinned composite panels with a stress concentrator." Thesis, Imperial College London, 2005. http://hdl.handle.net/10044/1/8375.

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14

King, Michael J. (Michael James) 1978. "An energy-based constitutive model for the in-plane mechanical behavior of woven fabrics." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/89902.

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15

Stirling, Bradley James. "Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-Plane Loading." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/593.

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This thesis investigates the flexural behavior of interlocking compressed earth block (ICEB) shear walls. In-plane cyclic tests were conducted to evaluate the performance of three flexure dominant large scale ICEB specimens: a slim wall with a 2:1 height to width aspect ratio, a flanged wall, and a wall with an opening at the center. Following the experimental investigation, two types of analyses were conducted for calculating the ultimate strength of flexure dominant ICEB walls: a nonlinear static analysis model assuming lumped plasticity and a plastic analysis model. In addition, incrementa

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16

BU, JLDAIN HAFETH. "Behaviour and Inspection of Novel Non-Crimp Dry Thick Reinforcement Fabrics." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32383.

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Aerospace structural components made from polymer matrix composites (PMCs) offer numerous advantages. Their high stiffness and high strength combined with low densities enable lower fuel consumption coupled with higher payloads. As a result, PMCs provide an important economic advantage over typical metallic airframes. Textile reinforcements for PMCs are made by assembling reinforcement fibres, typically carbon. Then, the textile reinforcements are typically cut into smaller pieces, stacked, draped and assembled into a dry assembly called a preform, the shape of which generally approaches that

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17

Wilson, Timothy James. "Modeling of In-Plane and Interlaminar Fatigue Behavior of Glass and Carbon Fiber Composite Materials." Thesis, Montana State University, 2007. http://etd.lib.montana.edu/etd/2007/wilson/WilsonT0507.pdf.

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This thesis presents the results of a modeling study of the fatigue behavior of fiberglass and carbon fiber reinforced epoxy composite materials intended primarily for wind turbine blades. The modeling effort is based on recent experimental results for infused glass fiber laminates typical of current blades, and hybrid carbon prepreg laminates of potential interest for future blades. There are two focus areas: in-plane performance represented by stress-life (S-N) curves, and out-of-plane ply delamination at details including ply drops and joints, based on fracture mechanics. In-plane fatigue m

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18

Xie, Min. "Behaviour and design of transversely stiffened plates subjected to combined shear and direct in-plane loading." Thesis, Imperial College London, 2001. http://hdl.handle.net/10044/1/7657.

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19

Atli, Veltin Bilim Gandhi Farhan S. "Effect of geometric parameters on the in-plane crushing behavior of honeycombs and honeycombs with facesheets." [University Park, Pa.] : Pennsylvania State University, 2009. http://etda.libraries.psu.edu/theses/approved/WorldWideIndex/ETD-4582/index.html.

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20

Cavigli, Marco. "In-Plane cyclic behavior of substandard confined masonry: full-scale experiments, finite elements modeling and incremental dynamic analysis." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5503/.

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21

Prowse, Dayle (Dayle Jennifer) Carleton University Dissertation Engineering Civil and Environmental. "Behaviour of slender webs of WWF shapes and stiffened bridge girders subjected to concentrated in-plane loads; experimental investigation." Ottawa, 1996.

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22

Aldemir, Alper. "A Simple Seismic Performance Assessment Technique For Unreinforced Brick Masonry Structures." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612418/index.pdf.

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There are many advantages of masonry construction like widespread geographic availability in many forms, colors and textures, comparative cheapness, fire resistance, thermal and sound insulation, durability, etc. For such reasons, it is still a commonly used type of residential construction in rural and even in urban regions. Unfortunately, its behavior especially under the effect of earthquake ground motions has not been identified clearly because of its complex material nature. Hence, the masonry buildings with structural deficiencies belong to the most vulnerable class of structures which h

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23

Lanata, Patrizia. "Full-field experimental characterization of mechanical behaviour and failure in a porous rock in plane strain compression : homogeneous deformation and strain localization." Thesis, Université Grenoble Alpes (ComUE), 2015. http://www.theses.fr/2015GREAI040/document.

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Ce travail présente une caractérisation expérimentale du comportement mécanique et de la rupture par localisation de la déformation dans un grès des Vosges. L'évolution temporelle de la localisation a été caractérisée par des mesures de champs. Une nouvelle cellule triaxiale vraie a été développée au Laboratoire 3SR (Grenoble), qui permet une visualisation des échantillons sous chargement pour réaliser de la corrélation d'image numérique (CIN). Les essais ont été réalisés par compression en déformation plane (confinement de 20 à 50 MPa). La transition d'une déformation diffuse à localisée a ét

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24

Chen, Jian [Verfasser], Edgar [Akademischer Betreuer] Dörsam, and Samuel [Akademischer Betreuer] Schabel. "Investigation on the Mechanical Behavior of Paper and Paper Stacks in the out-of-plane Direction / Jian Chen ; Edgar Dörsam, Samuel Schabel." Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2016. http://d-nb.info/1120014646/34.

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25

El, Nabouch Ranime. "Comportement mécanique des murs en Pisé soumis à la poussée progressive." Thesis, Université Grenoble Alpes (ComUE), 2017. http://www.theses.fr/2017GREAA014/document.

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La détermination des comportements mécaniques des murs en pisé est d’une importance capitale dans un contexte où il y a un regain d’intérêt pour l’utilisation de matériaux de construction à très faible impact environnementaux. D’une part, cette étude contribue à trouver des moyens appropriés pour la conservation et la restauration du patrimoine bâti et, d’autre part, permet d’établir de nouvelles recommandations pour la conception de nouvelles structures en pisé dans le respect des règlements de la construction (réglementation thermique et réglementation parasismique).Dans ce contexte, cette t

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26

Bui, Thi Loan. "Contribution à l'étude de murs maçonnés renforcés par matériaux composites (FRP et TRC) : application aux sollicitations dans le plan." Thesis, Lyon 1, 2014. http://www.theses.fr/2014LYO10133/document.

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Les présents travaux, à caractère numérico-expérimental, visent à approfondir la connaissance relative au comportement de murs maçonnés, principalement ceux renforcés par matériaux composites vis-à-vis de sollicitations dans leur plan (flexion composée). Ils s'inscrivent dans le cadre de la réhabilitation du patrimoine bâti vis-à-vis du risque sismique notamment du fait de la reconsidération du zonage en France rendu depuis peu plus exigeant. Aussi, d'un point de vue technologique, cette thèse vise à apprécier, évaluer et hiérarchiser l'intérêt et les potentialités de solutions de renforcement

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27

Matthews, Russell Stuart. "The structural behaviour of brick sewer pipes in soft ground : the examination of brick and reinforced plastic pipes, in granular soil, and under plane strain conditions, using fully non-linear finite element models and a large-scale physical testing prog." Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287758.

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28

Tang, Wei-Chien, and 湯偉乾. "Seismic Behavior of Braces Buckled In-Plane." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/53282713888940038786.

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碩士<br>國立交通大學<br>土木工程系所<br>101<br>This paper aims to design bracing members to achieve in-plane buckling of the braces while subjected to compression, and to study the strength and hysteretic behavior. The ways to lead the brace buckle in-plane are either reducing brace section at both ends of the brace to form a hinge, or using a connecting plate between the gusset plate and the brace to create a rotational area to buckle the brace in-plane. Finite element analysis was conducted to establish the numerical model for parametric study. On the basis of the analytical results, six specimens were de

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29

Martins, João Pedro Simões Cândido. "Behaviour of cylindrically curved panels under in-plane stresses." Doctoral thesis, 2014. http://hdl.handle.net/10316/26980.

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Tese de doutoramento em Engenharia Civil, na área de Construção Metálica e Mista, apresentada ao Departamento de Engenharia Civil da Faculdade de Ciências e Tecnologia da Universidade de Coimbra<br>The objective of this work is to analyse the stability behaviour of cylindrically curved steel panels under generalised in‐plane compressive stresses and to develop design rules which overcome some limitations of current European Standards. For the simplest case of pure compressive axial stresses, the most relevant works have been revisited and analysed. In what concerns the elastic critical stres

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30

Manco, Tiago Jorge da Cruz. "Behaviour of unstiffened and stiffened curved steel panels under in-plane and out-of-plane actions." Doctoral thesis, 2018. http://hdl.handle.net/10316/83818.

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PhD thesis in Steel and Composite Construction submitted to the Faculty of Sciences and Technology of the University of Coimbra<br>Despite being increasingly used in several engineering fields, design provisions to predict the strength of steel curved panels are mostly empirical and with a small range of application. Consequently, the main aim of this thesis is to predict the nonlinear behaviour and ultimate strength of stiffened and unstiffened cylindrically curved steel panels under in-plane and out-of-plane loading based on a physically robust approach, through semi-analytical methods (SAM

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31

Hsiue, Kai-Yuan, and 薛凱元. "In-Plane Behavior of Slender Unreinforced Masonry Walls in RC Frames." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/27651443336417954198.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>96<br>Slender unreinforced masonry (URM) walls can easily be found in typical RC school buildings in Taiwan, in-filled between RC frames and doors or windows due to the need for opening. Since the walls are only 60~100cm wide with a slenderness ratio more than 1 and lack of vertical boundary members, they are usually damaged by flexural bending in earthquakes. Based on the failing behavior investigated from in-site tests and the concept from former researches, an analytical model for flexural cracking and ultimate strength of slender URM walls is established in this

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32

Jian-Guang, Lai, and 賴建光. "The Asymptotic Behavior of Analytic Dynamical Systems in Complex Plane." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/08551064984959032322.

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碩士<br>中原大學<br>數學研究所<br>86<br>From Robert B. Burchel's "An Introduction to Classical Complex Analysis" and Peter Henrici's "Applied and Computational Complex Analysis", we can see that the behavior of analytic dynamical systems on open unit disc are very rich and interesting. So, it is desirable for us to study this kind of dynamical systems deeply. In this thesis, we study analytic dynamical systems from open unit disk to itself by iteration. Set f*=I, the identity function. Inductively, we define f*(z)=f(f(z)),.... We call f* the n-th iterate of f for each non-negative integer n. This thesis

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33

Safiee, N. A., N. A. M. Nasir, Ashraf F. Ashour, and N. A. Bakar. "Behaviour of interlocking mortarless hollow block walls under in-plane loading." 2018. http://hdl.handle.net/10454/16855.

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Yes<br>Experimental study of five full scale masonry wall panels subjected to prescibed pre-compressive vertical loading and increasing in-plane lateral loading is discussed. All five walls were constructed using interlocking mortarless load bearing hollow concrete blocks. The behaviour of wall in term of deflections along the wall height, shear strength, mortarless joint behaviour and local and overall failures under increasing in-plane lateral loading and pre-compressive vertical loading are reported and analysed. Simple strut-and-tie models are also developed to estimate the ultimate in-pla

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34

Furtado, André Filipe Castanheira Alves. "Seismic vulnerability assessment and retrofitting strategies for masonry infilled frame buildings considering in-plane and out-of -plane behaviour." Tese, 2020. https://hdl.handle.net/10216/127205.

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Furtado, André Filipe Castanheira Alves. "Seismic vulnerability assessment and retrofitting strategies for masonry infilled frame buildings considering in-plane and out-of -plane behaviour." Doctoral thesis, 2020. https://hdl.handle.net/10216/127205.

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36

Souza, Jean Marcos Teixeira de. "In-plane thermo-mechanical behavior of curved steel beams with constant curvature." Master's thesis, 2019. http://hdl.handle.net/10198/23322.

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Mestrado de dupla diplomação com a UTFPR - Universidade Tecnológica Federal do Paraná<br>Curved steel beams and arches are structures originated from mechanical processes of curving straight members, usually I or H profiles, in order to get a desired geometry to attend aesthetics or project requirements. This type of elements behave differently when compared to regular straight members, with specific instability modes and different responses to various types of loading conditions. For these reasons, such structural members may react distinctively when submitted to fire conditions or eleva

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37

Dai, Xianghe. "Numerical Modelling and Analysis of Structural Behaviour of Wall-stud Cold-formed Steel Shear Wall Panels under In-plane Monotonic Loads." 2012. http://hdl.handle.net/10454/11605.

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No<br>This paper presents a numerical modelling method to predict the shear behaviour of typical wall-stud cold-formed steel wall panels subjected to in-plane monotonic loads. In the research presented in this paper, different material and mechanical properties for cold-formed steel sheets, self-drilling screwed connectors and wall fixing boundary conditions were considered to explore the influence of sheath sheeting, connectors and fixing boundary conditions on the structural behaviour of selected wall panels. After the FE model being validated against experimental results, a parametric study

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Soon, Sandra. "IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES." 2011. http://hdl.handle.net/10222/14327.

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Masonry infilled walls have been commonly used as interior partitions as well as exterior walls infilled in either steel or reinforced concrete frames in the modern building constructions. In recent years, much research involving both experimentation and numerical modeling has been conducted in an effort to better understand the infill-frame interaction and to provide some rational design approaches. Studies have shown that infill walls can develop a number of possible failure mechanisms, depending on the strength and stiffness of the bounding frames with respect to those of the infills and th

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39

Tsung-HuaChuang and 莊宗樺. "Seismic Behavior of Slender Partially-Confined Masonry Panels Subjected to In-plane Force." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/80199675644686520274.

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博士<br>國立成功大學<br>建築學系碩博士班<br>101<br>In Taiwan, confined masonry wall (CM) walls are often divided into several slender partially-confined masonry (SPCM) panels due to the needs of openings. SPCM panels can be classified into piers or wing-walls by the restraint conditions. Since SPCM panels are obviously weaker then complete CM panels without openings, the SPCM panels usually govern the capacity of resisting earthquake of a building. However, because of the difficulty in analysis, the contribution of SPCM panels is usually ignored in practical seismic assessment, causing over-conservative resul

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40

Leigh, David Keith. "Effect of in-plane voiding on the fracture behavior of laser sintered polyamide." Thesis, 2011. http://hdl.handle.net/2152/ETD-UT-2011-12-4609.

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Laser Sintering, a method of additive manufacturing, is used in the production of concept models, functional prototypes, and end-use production parts. As the technology has transitioned from a product development tool to an accepted production technique, functional qualities have become increasingly important. Tension properties reported for popular polyamide sintering materials are comparable to the molded properties with the exception of elongation. Reported strains for laser sintered polyamide are in the 15-30% range with 200-400% strains reported for molding. (CES Edupack n.d.) The prim

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41

Lin, Hsuan-Pai, and 林宣百. "Out-of-Plane Seismic Behavior of Unreinforced Masonry Infilled Walls in RC Frames." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/07475701989160419135.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>94<br>In Taiwan, many people live in RC buildings that were constructed with un-reinfroced infilled masonry walls in RC frames. The existing seismic assessment for such structures usually emphasizes only on in-plane capacity of the infilled walls. However, the damage reports for earthquakes tell that sometimes the infilled masonry walls collapse at out-of-plane direction before they can contribute in-plane capacity. In this thesis, failing behavior of infilled masonry walls and interaction between the walls and RC boundary frames when they were subjected to out-of-p

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42

Chen, Chi-Tien, and 陳其田. "Electrophoretic Behavior of a Spherical Colloidal Particle to a Plane in Carreau Fluid." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/42523145513874433869.

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碩士<br>國立臺灣大學<br>化學工程學研究所<br>92<br>In this study, we investigated the electrophoretic behavior of a charged spherical colloidal particle in polymeric fluid with the presence of a planar surface. We adopted Carreau model to describe the polymeric fluid, which is widely used on describing polymeric fluid with shear-thinning nature. The corresponding electrokinetic equations are further linearized based on the assumptions of low zeta potential and weak applied field, and solved simultaneously by pseudo-spectral method. We found several interesting phenomena which can not be observed in typical N

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43

Dai, Xianghe. "Structural Behaviour of Cold-formed Steel Cassette Wall Panels Subject to In-plane Shear Load." 2013. http://hdl.handle.net/10454/11604.

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No<br>This paper presents the structural behaviour of cold-formed steel cassette wall panels subjected to in-plane shear loads. To understand the influence of configuration, lining material and connector arrangement on the overall shear behaviour of typical cassette wall panels, different lining materials, fastener spacing and positions, edge stiffeners and specific boundary conditions were assumed in the numerical simulations. The comparison and analysis presented in this paper demonstrate typical effect factors to the load-bearing capacity of selected wall panel systems. In particular, the e

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Petersen, Robert. "In-plane shear behaviour of unreinforced masonry panels strengthened with fibre reinforced polymer strips." 2009. http://hdl.handle.net/1959.13/44603.

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Research Doctorate - Doctor of Philosophy (PhD)<br>Inserting fibre reinforced polymer (FRP) strips into pre-cut grooves in the surface of masonry walls is an emerging technique for the retrofit of unreinforced masonry (URM) structures. This method, known as near surface mounting (NSM), provides significant advantages over externally bonded FRP strips in that it has less of an effect on the aesthetics of a structure and can sustain higher loading before debonding. As this technique is relatively new, few studies into the behaviour of masonry walls strengthened using this technique have been con

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Lai, Meng-Sheng, and 賴孟昇. "Behavior Anomaly Detection in SDN Control Plane: A Case Study of Topology Discovery Attacks." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/smbt8h.

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碩士<br>國立中央大學<br>資訊工程學系<br>107<br>With the rapid development of information technology and the popularity of smart devices, users' demand for instant processing of network services and diversified services has also increased significantly, making the architecture of traditional network services unable to meet the rapidly changing network architecture of emerging services Demand. Software-defined Networking (SDN) and Network Function Virtualization (NFV) have therefore been proposed to transform complex network architectures into virtual and programmable architectures to reduce network complexit

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McCarthy, Katelyn Barbara. "Experimental in-plane behavior of a generic scale model drag embedment anchor in Kaolinite test beds." Thesis, 2011. http://hdl.handle.net/2152/ETD-UT-2011-05-3417.

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The trajectory and capacity are key components of the design of drag embedment anchor and drag-in vertically loaded anchors. This experimental testing program quantifies two factors that describe the anchor trajectory and capacity: the equilibrium bearing factor (Ne) and the tangential bearing factor (Ne). These factors can aid in the development of a numerical model of anchor behavior. A magnetometer device is used to track the orientation and location of the anchor during drag embedment. The results of the experimental testing program were compared with the results from a predictive mode

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Feng, Chung-tsung. "Controlling chaos in a sagittal plane biped model using the Ott-Grebogi-Yorke method." Thesis, 2012. http://hdl.handle.net/10413/8923.

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Controlling a system with chaotic nature provides the ability to control and maintain orbits of different periods which extends the functionality of the system to be flexible. A system with diverse dynamical behaviours can be achieved. Trajectory flows of chaotic systems can be periodically stabilised using only small perturbations from the controlled parameter. The method of chaos control is the Ott-Grebogi-Yorke method. In non-chaotic systems large system parameters changes are required for performance changes. A sagittal plane biped model which is capable of exhibiting periodic and chaotic

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Chang, Ming-Kang, and 張明康. "Analytical Study of In-Plane Shear Behavior of Steel-Plate Composite Wall with Boundary Elements." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/bj74k8.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>105<br>Currently, AISC N690s1-15 (2015) provides the method for predicting the in-plane shear strength of steel-plate composite wall (SC wall). On the other hand, Booth et al. (2015) also provides another prediction method based on AISC N690s1-15 (2015) to improve the underestimate for predicting the in-plane shear strength of SC wall with boundary elements. Nevertheless, whether AISC N690s1-15 (2015) or Booth et al. (2015), they both simply take the dimension of horizontal cross section and the parameters of materials into consideration, neglecting the effect of as

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Cheng, Yu-Cheng, and 鄭與錚. "An Experimental Study of In-Plane Behavior of Steel-Plate Composite Walls with Boundary Elements." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/97287363412792422270.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>104<br>Steel-plate composite (SC) walls are being used in the third generation of nuclear power plants. SC walls are composed of steel faceplates, connectors and infill concrete, where the connectors are typically constructed from cross-wall tie rods and shear studs welded to the faceplates. The connectors used to transfer shear between faceplate and concrete. The AISC N690s1 provides recommendations for in-plane shear strength, out-of-plane shear strength and out-of-plane flexure strength for steel-plate composite walls, but not for in-plane flexure strength. A rec

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Chen, Bo-An, and 陳柏安. "An Experimental Study of the In-Plane Cyclic Behavior of Low-Aspect-Ratio Steel-Plate Composite." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/67491595044973658336.

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