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Dissertations / Theses on the topic 'Horizontal connection'

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Author: Grafiati

Published: 10 December 2022

Last updated: 29 January 2023

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1

Ryan, Justin M. "Geometry of horizontal bundles and connections." Diss., Wichita State University, 2014. http://hdl.handle.net/10057/10941.

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An Ehresmann connection on a fiber bundle pi: E --> M is defined by prescribing a suitable horizontal subbundle H of the tangent bundle piT: TE --> E. For a horizontal bundle to be suitable, it must have a property called horizontal path lifting. This property ensures that the horizontal bundle determines a system of parallel transport between the fibers of E. The main result of this dissertation is a geometric characterization of the horizontal bundles on E that have horizontal path lifting, and hence are connections. In particular, it is shown that a horizontal bundle has horizontal path lifting if and only if its horizontal spaces are bounded away from the vertical spaces, uniformly along fibers of E. In order for a horizontal bundle to admit a system of parallel transport or have holonomy, it must be a connection. However, certain other geometric properties that are usually attributed to connections are actually properties of arbitrary horizontal bundles. These properties are studied in the case when E is either a vector bundle or tangent bundle, accordingly.
Thesis (Ph.D.)-- Wichita State University, Fairmount College of Liberal Arts and Sciences, Dept. of Mathematics, Statistics, and Physics

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2

Jeschke, Marcus [Verfasser], and Frank W. [Akademischer Betreuer] Ohl. "The contribution of horizontal. intracortical connections to learning-induced gamma oscillations / Marcus Jeschke. Betreuer: Frank W. Ohl." Magdeburg : Universitätsbibliothek, 2011. http://d-nb.info/1047595451/34.

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3

Draper, David M. "Connecting global performance support a horizontal and vertical performance analysis for a sustainable training and development support network within a global multinational enterprise /." Menomonie, WI : University of Wisconsin--Stout, 2007. http://www.uwstout.edu/lib/thesis/2007/2007draperd.pdf.

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4

Mimmi, Luisa. "Demand-driven solutions to illegal electricity connections a preliminary evaluation of the Conviver program in the urban favelas of Belo Horizonte, Brazil /." CONNECT TO ELECTRONIC THESIS, 2008. http://hdl.handle.net/1961/6069.

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5

Uehara, Fábio Nori. "Diretrizes para desenvolvimento de projeto para ligações de painéis de fachada horizontais de concreto pré-moldado." Universidade Federal de São Carlos, 2009. https://repositorio.ufscar.br/handle/ufscar/4634.

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Made available in DSpace on 2016-06-02T20:09:10Z (GMT). No. of bitstreams: 1 2391.pdf: 3213437 bytes, checksum: 14b8d8646353cdd03c7856c4081296ef (MD5) Previous issue date: 2009-03-03
The increasing of using precast concrete panels, lack of standardization, lack of studies on precast concrete panels and its connections devices on Brazil, has led to the need of manual and design criteria of precast concrete panel connections. Although the designers and precast concrete panel manufacturers is using foreign standards when its available and their empirical knowledge on the specification and connections design criteria, the lack of manuals become hard to find solutions that provide easiness of precast concrete panel s employment. Connections are fundamental part of the precast structures. For the building assembly are necessary linking devices which influences the production process, the efficiency of casting, storage, transport, handling and especially in the assembly on site. This work presents the concept, technical features and functions of main types of spandrel panel connections and the main structure of building, and identifies typical connections and the general design recommendation. This report purpose the put in connection as a new classification of connection type.
Dada a falta de normatização, escassez de estudos sobre painéis pré-moldados, suas ligações e o amplo emprego de painéis pré-moldados nos dias atuais, percebeu-se uma necessidade tanto acadêmica quanto dos projetistas por material de consulta. As empresas fabricantes de painéis se baseiam em normas estrangeiras e no conhecimento adquirido empiricamente para o projeto de ligações de painéis, deste fato surge, portanto, a dificuldade de encontrar soluções para ligações que propiciem a eficácia da aplicação dos painéis. As ligações são parte fundamental dos sistemas pré-moldados, já que para a composição da edificação são necessários dispositivos interligantes , que intrinsecamente interferem em toda a cadeia produtiva e de montagem, ou seja, regem a eficiência nas etapas de fôrma, moldagem, estoque, transporte, manuseio e principalmente na montagem em canteiro. Neste trabalho são apresentadas ligações entre painéis de fachada horizontais pré-moldadas de concreto, a conceituação e a caracterização dos principais tipos e funções das ligações, identificando as diversas ligações existentes relacionando indicações gerais de projeto, além da proposição das ligações por encaixe como nova classificação de elementos de ligação.

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6

Suchanek, Tomáš. "Návrh sídelní struktury soudobého města v historickém kontextu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-443703.

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The topic of this master‘s thesis was to create a settlement structure on the territory of the cadastral territory of the town of Náměšť nad Oslavou. Specifically in the southwestern part of the town, in the places of today's agricultural areas. The main goal of the thesis is to create a quality residential structure for the entire area, which will connect to the surrounding development, to create a center with urban amenities for this newly designed neighborhood. A key aspect of the design is the transport connection to the existing road network of the city and overcoming the barrier formed by the railway line. The proposed development responds to the current and future anticipated needs of the city. Taking into account the size, the proposed area is divided into three parts with regard to the time sequence and the nature of the development. From an urban point of view, the first phase builds on the existing network of streets and creates a transition between the original and the proposed development and proposes transport connections to the area. In the second and third phase, the remaining area of the proposed area is resolved, by a system of regular streets designed in places with a small slope of the terrain, connected by short streets with a higher slope. The master‘s thesis addresses the connection between the city and greenery, increases the attractiveness of the area by designing public facilities and services and works with visual axes from the existing housing and commercial development to the proposed location.

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7

Raif, Lukáš. "Studie rekonstrukce železniční stanice Prostějov hl.n." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226633.

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The aim of the diploma thesis is the reconstruction of Prostějov hl. n. railway station. The platforms with access persons with reduced mobility are designed in this station. The rail substructure and station drainage system design was necessary to do within the reconstruction. New assembly of a switches and crossing is the part of reconstruction design as well.

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8

Wu, Jhan-Yue, and 吳展岳. "The Research and Analysis for the Entire Action Choreography and Connection Points of Horizontal Bar in Men's Artistic Gymnastics." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/88465915909632943361.

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碩士
中國文化大學
體育學系運動教練碩博士班
104
This study aimed to investigate the study analyzed Men's Artistic Gymnastics Horizontal Bar entire action choreography and connection points. Gymnastics Men's horizontal bar final score project is divided by a D points + E points. D points included the successfully implemented and have valid movement Difficulty Value of ten scores, class of group scores meets the five categories, and connecting flying movement is connected points. E points by the referee assigns a score based on artistic quality, implementation and technical performance of the entire action. How to arrangement the entire action to obtain higher D scores is the focus of this study was to investigate. Research methods in the National Games, Asian Games, Olympics Games Men's Artistic Gymnastics horizontal bar final eight players for the study, analysis of players arrangement the entire action difficulty value scores, connection points and final score of differences. The results obtained the entire action choreography to National Games players, did not pursue the implementation of difficult action to meet the various group of scores, and there is no fight between the connection points flying movement to enhance the D scores, compared to Asian Games and Olympic Games players D scores that are distinctly different. The conclusion of Asian Games and Olympic Games players elements of in the horizontal bar project wins, not only the pursuit of the entire action of difficult moves choreography value points, but also fight for to enhance the connection D score extra points, improve the final score to increase opportunities for victory. Precise connection flight movement, make the arrangement movement be more thrilling, novel and clever, improve the entire action overall rating, worthy of our players to follow, As a result the final score can be improved to increase the chance of winning.

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9

Callahan, Eileen C. "Anatomical analysis of intrinsic horizontal connections in area 7 of the cat." 1987. http://catalog.hathitrust.org/api/volumes/oclc/16149914.html.

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10

Medved, Milica. "Connections between response modes in a horizontally driven granular material /." 2000. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:9990576.

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11

Hutchinson, Robin L. "Post-tensioned horizontal connections typically used for precast concrete load-bearing shear wall panels." 1990. http://hdl.handle.net/1993/17154.

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12

Brey, Robert W. "A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders." 2010. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7853.

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Full-depth precast panels are used in concrete bridges to provide several benefits such as faster construction, lower cost and reduced constructional hazard. However, one construction drawback is that connectors are required to transmit horizontal shear across the interface between the girder and deck. Shear connector performance is characterized by a series of experiments performed on part of a bridge system that mimics a full-depth precast deck on concrete girder with a pocket-connector-haunch system. Following initial breakaway of the adhesive bond within the haunch region, the specimens slide with frictional resistance provided by the clamping force of the anchor bolt. This leads to bolt yield with an observed sliding friction coefficient of 0.8 (+/- 20%) with lower values occurring at higher displacements. It is concluded that for a viable connector system to be developed a key feature is to have sufficient stirrups in the neighborhood of the anchor bolt to form a non-contact splice and to ensure the high pull-out force can be sustained without leading to premature beam failure. The successful implementation of a full-depth precast deck-panel system requires the use of a viable design methodology that properly accounts for system behavior. The design of a deck-haunch-girder system uses a truss modeling approach to design for the shear forces created by service loading. The truss model approach is considered more suitable for a concrete member due to the premise that the member will be substantially cracked at an ultimate limit state and that traditional beam theory does not account for the decreased ability of shear stresses to transfer across open cracks. Experimental results from Chapter II, such as the friction coefficient mu, are used along with a previously developed crack angle model to layout the geometry of the truss within a deck-panel span. Design solutions are presented utilizing the Rock Creek Bridge in Parker County, Texas as an example structure.

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13

West, Jeffrey S. "Behaviour of horizontal connections for precast concrete load-bearing shear wall panels subjected to reversed cyclic shear loading." 1993. http://hdl.handle.net/1993/17818.

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14

Soudki, Khaled A. "Behaviour of horizontal connections for precast concrete load-bearing shear wall panels subjected to large reversed cyclic deformations." 1994. http://hdl.handle.net/1993/18449.

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15

Jeans, Rhiannon. "Form perception and neural feedback: insights from V1 and V2." Thesis, 2014. http://hdl.handle.net/1885/12731.

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In the brain, every cortical inter-area feedforward projection shares a reciprocal feedback connection. Despite its pervasive nature in the brain, our understanding of the functional role of neural feedback in form perception remains incomplete, particularly in behaving animals. This problem is addressed in humans with a novel form completion paradigm. Seven subjects (5 female) had their EEG waveforms analysed using three linear models showing non-significant differences between stimulus conditions designed to produce differences by manipulating neural feedback to V1. Two of these subjects (one female), in addition to EEG waveforms, had combined magnetic resonance imaging (MRI) and functional MRI (fMRI) cortical maps that allowed anatomically close areas such as V1 and V2 to have their signals decomposed and neural feedback inferred. Differences between stimulus conditions arose once signals had been divided into V1 and V2. Significant differences (p < .05) for one subject in V1 and V2 suggests cortical interactions at 100ms and 350ms. This suggests the form completion paradigm has utility at investigating the influence of the V2 far receptive field surround on V1, given future given signal to noise issues are resolved.

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16

Huang, Yun-Hsuan, and 黃韻璇. "Effects of Different Horizontal Offset Platform Switching on the Crestal Bone Stress in Dental Implants with External and Internal Connections: A Strain Gauge Analysis." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/83868573516326017422.

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碩士
國立臺灣大學
臨床牙醫學研究所
99
Objectives: The stress around implants has been considered to affect the prognosis of implant therapy. The purpose of this study was to evaluate the effects of platform switching on the peri-implant bone strain in dental implants with external and internal connections, with strain gauge technique, under three different loads: the central vertical load, the lingual vertical load, the horizontal load. The other purpose was to evaluate whether increasing the degree of horizontal offset resulted in decreasing the peri-implant bone strain. Methods: Four types of implant：external hex connection and internal hex connection platform implant（OSSEOTITE® Parallel Walled Implants, BIOMET 3i, Palm Beach Gardens,USA）, length 13㎜ with different diameter 5.0 ㎜, 6.0 ㎜, were embedded in a 20 x 22 x 70 mm (width x height x length) epoxy resin block. Four strain gauges (EA-00-031CE-350) were bonded on resin surface adjacent to the buccal, mesial , lingual , and distal side of the implant platform. A CAD-CAM 10 x 10 x 11.5 ㎜ (width x length x height) tetragonal column customized abutments was fabricated. Three types of load were applied (vertical loads at two locations:the central vertical load, the lingual vertical load, and a horizontal load) with three different intensities (10N, 30 N and 50N). Each load was repeated 10 times and the data from the strain gauge were recorded and analyzed. Results: 1. Under the central vertical load, the platform switching design did not change peri-implant bone strain tendancy significantly. 2. Under the lingual vertical load, there was a tendency that the platform switching design decreased peri-implant bone strain. The greater amount of horizontal shifting, the smaller the peri-implant bone strain. When the applied load was larger, the tendency of reduced bone strain became more statistically significant. 3. Under the horizontal load, the trend was similar to that under lingual vertical load. 4. There was a difference between external hex connection and internal hex connection groups. Under the off-axis load, the reduction percentage of peri-implant bone strain in platform switching group of the internal hex connection group was not as large as that of the external hex connection. Conclusions: The data suggested that under off-axis load, there was a trend that the platform switching design decreased peri-implant bone strain in both external and internal connection groups. The greater amount of horizontal shifting, the smaller the peri-implant bone strain. When the applied load was larger, the tendency become more statistically significant. However, the reduction percentage in peri-implant bone strain in platform switching group of the internal hex connection group was not as large as that of the external hex connection under the off-axis force application.

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