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Relevant bibliographies by topics / Deformation assessment

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Dissertations / Theses

Academic literature on the topic 'Deformation assessment'

Author: Grafiati

Published: 10 March 2023

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Dissertations / Theses on the topic "Deformation assessment"

1

Al-Hanbali, Nedal Naim. "Assessment of a laser scanning system for deformation monitoring applications." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/NQ34654.pdf.

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2

Damani, Manoj Kumar. "Physics Based Reliability Assessment of Embedded Passives." Thesis, Georgia Institute of Technology, 2004. http://hdl.handle.net/1853/5095.

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Multilayer embedded passives (resistors, inductors, and capacitors) on a printed wiring board can help to meet high performance requirements at a low cost and at a smaller size. Such an integration of embedded passives has new challenges with respect to design, materials, manufacturing, thermal management and reliability. As the area of integral passives on printed circuit boards is relatively new, there is inadequate literature on the thermo-mechanical reliability of integral passives. Therefore, there is a compelling need to understand the thermo-mechanical reliability of integral passives

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3

NAKAMURA, Hikaru, Naoshi UEDA, Minoru KUNIEDA, and Ahmed KAMAL. "ASSESSMENT OF STRENGTHENING EFFECT ON RC BEAMS WITH UHP-SHCC." 日本コンクリート工学会, 2008. http://hdl.handle.net/2237/20917.

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4

Ceyhan, Ümit [Verfasser]. "High temperature deformation and fracture assessment of similar steel welds / vorgelegt von Ümit Ceyhan." [Clausthal-Zellerfeld] : [Univ.-Bibliothek], 2007. http://d-nb.info/985769653/34.

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5

Hu, Hui [Verfasser]. "Deformation monitoring and modeling based on LiDAR data for slope stability assessment / Hui Hu." Aachen : Hochschulbibliothek der Rheinisch-Westfälischen Technischen Hochschule Aachen, 2013. http://d-nb.info/103710689X/34.

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6

Arafa, Ahmed. "Assessment of strength, stiffness, and deformation capacity of concrete squat walls reinforced with GFRP bars." Thèse, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/11057.

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Abstract : The present study addressed the feasibility of reinforced-concrete squat walls totally reinforced with GFRP bars to attain reasonable strength and drift requirements as specified in different codes. Nine large-scale squat walls with aspect ratio (height to length ratio) of 1.33—one reinforced with steel bars (as reference specimen) and eight totally reinforced with GFRP bars—were constructed and tested to failure under quasi-static reversed cyclic lateral loading. The key studied parameters were: (1) use of bidiagonal web reinforcement; (2) use of bidiagonal sliding reinforcement; a

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7

Arabshahi, Zohreh. "New mechanical indentation framework for functional assessment of articular cartilage." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/119696/1/Zohreh_Arabshahi_Thesis.pdf.

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In this research, two new mechanical indentation frameworks were established where the two different indenters (cylindrical and ring-shaped flat-ended indenters) were integrated with ultrasound for assessing functional properties of articular cartilage during loading/unloading. The aim of establishing these framewoks was to address some of the limitations to the conventional indentation techniques. Two new parameters within these frameworks were developed and their capacity to distinguish between normal and different types of cartilage degeneration models during deformation/recovery, was inves

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8

Akturk, Ozgur. "Assessment Of Tunnel Induced Deformation Field Through 3-dimensional Numerical Models (necatibey Subway Station, Ankara, Turkey)." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612539/index.pdf.

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In heavily settled areas, deformations induced by the tunnel excavation may cause serious damage to nearby structures. In this study it is aimed to model ground deformations induced by main tunnels and connection tunnels excavations as well as groundwater drainage. Therefore, it is necessary to study effective means of controlling tunnel induced deformations. The main parameters affecting the failure and deformation state of the soil around a circular underground opening are the physical characteristics of the soil, the diameter of the opening, and the support pressure. During the construction

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9

Latifi, Kujtim. "Assessment of the Dependence of Ventilation Image Calculation from 4D-CT on Deformation and Ventilation Algorithms." Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3197.

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Ventilation imaging using 4D-CT is a convenient and cost effective functional imaging methodology which might be of value in radiotherapy treatment planning to spare functional lung volumes. To calculate ventilation imaging from 4D-CT we must use deformable image registration (DIR). This study validates the DIR methods and investigates the dependence of calculated ventilation on DIR methods and ventilation algorithms. The first hypothesis is if ventilation algorithms are robust then they will be insensitive to the precise DIR used provided the DIR is accurate. The second hypothesis is that th

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10

Kim, YuJaung. "ASSESSMENT OF CIRCUMFERENTIAL MYOCARDIAL FUNCTION USING RADIAL TAGGED MRI." Cleveland State University / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=csu1331005696.

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