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Dissertations / Theses on the topic 'Structural performance'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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1

Eksik, Ömer. "Structural performance of GRP top hat stiffened marine structures." Thesis, University of Southampton, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.431952.

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2

Nunes, Eliana Ferreira. "Qualitative investigation of the performance of a structural membrane roof project." reponame:Repositório Institucional da UFOP, 2012. http://www.repositorio.ufop.br/handle/123456789/6036.

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Programa de Pós Graduação em Engenharia Civil. Departamento de Engenharia Civil, Escola de Minas, Universidade Federal de Ouro Preto.<br>Submitted by Oliveira Flávia (flavia@sisbin.ufop.br) on 2016-01-14T15:41:06Z No. of bitstreams: 1 TESE_QualitativeInvestigationPerformance.pdf: 28313982 bytes, checksum: 7fa9b21301ee73fcec79f7676cdc021f (MD5)<br>Approved for entry into archive by Gracilene Carvalho (gracilene@sisbin.ufop.br) on 2016-01-14T17:57:17Z (GMT) No. of bitstreams: 1 TESE_QualitativeInvestigationPerformance.pdf: 28313982 bytes, checksum: 7fa9b21301ee73fcec79f7676cdc021f (MD5)<br>Made
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3

Carboni, Julia L. "Structural Predictors of Contract Performance." Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/255195.

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Government increasingly contracts out public functions to the private sector. While theory about contract performance management is abundant, there is little empirical evidence on contract performance. Additionally, the public management contract literature emphasizes management strategies to produce desired performance but largely disregards how the structure of ex post contract settings influences individual contract performance. In this dissertation, I develop theory and measures to assess how structural variables influence contract performance on quality dimensions. I focus on networke
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4

Tannert, Thomas. "Structural performance of rounded dovetail connections." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/694.

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The structural performance of Rounded Dovetail Connections (RDC) has been studied experimentally and numerically to provide information needed for connection structural design. RDC are mainly used to transfer vertical shear forces, but test results show that they can carry considerable load in tension and bending. Geometric parameters, such as dovetail flange angle and dovetail height are shown to significantly effect affect the structural performance of RDC. Results show that it is impractical to determine a set of empirical equations to describe the structural performance of RDC based on bas
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5

Ghisbain, Pierre. "Seismic performance assessment for structural optimization." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82833.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2013.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 223-228).<br>The economic impact of earthquakes has spurred the implementation of performance-based design to mitigate damage in addition to protecting human lives. A developing trend is to consider damage directly as a measure of seismic performance. In spite of the ability to estimate the cost of future earthquakes, adjusting the investment in seismic upgrades is impeded by the computational req
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6

Bianchi, Gabriel. "Structural performance of spacecraft honeycomb panels." Thesis, University of Southampton, 2011. https://eprints.soton.ac.uk/333288/.

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Honeycomb sandwich structures (commonly referred to as honeycomb sandwich panels) have found wide spread application in the aerospace industry thanks to their excellent properties, in particular their high strength-to-weight and high stiffness-to-weight ratios. Surrey Satellite Technology Ltd. (SSTL), like many other space companies, often use honeycomb sandwich panels as part of the primary and secondary structures of the small satellites they develop. Although honeycomb panels have been used for the past 50 years gaining a better understanding of these sandwich structures, and the methods an
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7

Zhu, Junqing. "Structural Performance Analysis of Underground Stormwater Storage Chamber." Ohio University / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1338490426.

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8

Mattingly, James E. "Stakeholder salience, structural development, and firm performance : structural and performance correlates of socio-political stakeholder management strategies /." free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p3099618.

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9

O'Sullivan, Donald Quinn 1970. "Structural elements with mathematically defined surfaces for enhanced structural and acoustic performance." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/8664.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2001.<br>Includes bibliographical references (p. 205-209).<br>Two design methods are explored to reduce vibration, minimize unwanted acoustic noise, and increase stiffness in structures. The first design approach is to create nearly isotropic panels with increased stiffness using two-dimensional curvature. These quasi-isotropic designs can be used in lieu of typical panel reinforcements, and can provide an inexpensive alternative to honeycomb sandwich designs. The second approach is to design panels formed
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10

Lingblad, Mats Axel. "The structural determinants of innovation project performance." Thesis, London Business School (University of London), 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.429936.

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11

Kim, Harry M. Eng Massachusetts Institute of Technology. "Structural performance of spoke wheel roof systems." Thesis, Massachusetts Institute of Technology, 2017. http://hdl.handle.net/1721.1/111513.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 65-66).<br>A spoke wheel roof system consists of tension rings, compression rings, and radial spokes and resists loads mainly through axial forces. Due to its light weight and ability to achieve a column-free, long span, it has been a popular solution to structures such as stadia since its first use in 1960s. However, there has been lack of information on the performance of a spoke wheel roof syst
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12

Weber, Matthias. "Structural Performance Comparison of Parallel Software Applications." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-216133.

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With rising complexity of high performance computing systems and their parallel software, performance analysis and optimization has become essential in the development of efficient applications. The comparison of performance data is a key operation required in performance analysis. An analyst may conduct different types of comparisons in order to understand the performance properties of an application. One use case is comparing performance data from multiple measurements. Typical examples for such comparisons are before/after comparisons when applying optimizations or changing code versions. B
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13

INSANA, ALESSANDRA. "Thermal and structural performance of energy tunnels." Doctoral thesis, Politecnico di Torino, 2020. http://hdl.handle.net/11583/2839836.

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14

Jang, Jae Won. "Characterization of live modeling performance boundaries for computational structural mechanics /." Thesis, Connect to this title online; UW restricted, 2007. http://hdl.handle.net/1773/10178.

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15

Pye, Andrew John. "The structural performance of glass-adhesive T-beams." Thesis, University of Bath, 1998. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275417.

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16

Sazak, Hasan. "STRUCTURAL HEALTH MONITORING OF A STADIUM FOR EVALUATING HUMAN COMFORT AND STRUCTURAL PERFORMANCE." Master's thesis, University of Central Florida, 2010. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4473.

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Light and rapid constructions as well as considerations such as improved line of sight and increased capacity for modern stadium structures make them vulnerable for vibration serviceability problems. These problems are also observed at convention centers, large shopping malls, concert halls and ballrooms. Especially when the individuals in a crowd are involved in some sort of coordinated motion, this type of loading creates the most potential for high levels of vibration. In order to understand the causes of vibration, vibration levels, service and safety levels, Structural Health Monitoring (
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17

Islami, Kleidi. "System identification and structural health monitoring of bridge structures." Doctoral thesis, Università degli studi di Padova, 2013. http://hdl.handle.net/11577/3423079.

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This research study addresses two issues for the identification of structural characteristics of civil infrastructure systems. The first one is related to the problem of dynamic system identification, by means of experimental and operational modal analysis, applied to a large variety of bridge structures. Based on time and frequency domain techniques and mainly with output-only acceleration, velocity or strain data, modal parameters have been estimated for suspension bridges, masonry arch bridges, concrete arch and continuous bridges, reticular and box girder steel bridges. After giving an in-
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18

Mwafy, Aman Allah Mohamed Abdel-Rahman. "Seismic performance of code designed RC buildings." Thesis, Imperial College London, 2001. http://hdl.handle.net/10044/1/7285.

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19

Alvarez-Valencia, Daniel. "Structural Performance of Wood Plastic Composite Sheet Piling." Fogler Library, University of Maine, 2009. http://www.library.umaine.edu/theses/pdf/AlvarezValenciaD2009.pdf.

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20

Hellqvist, Kjell Maria. "Performance of Conventional and Structural Lithium-Ion Batteries." Doctoral thesis, KTH, Tillämpad elektrokemi, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122875.

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Lithium-ion batteries have, in recent years, experienced a rapid development from small everyday devices towards hybrid electric vehicle (HEV) applications. Due to this shift in application area, the battery performance andits degradation with time are becoming increasingly important issues to besolved.In this thesis, lithium-ion batteries are investigated with focus on lifetime performance of an existing battery chemistry, and development of electrodes for so-called structural batteries. The systems are evaluated by electrochemical methods, such as cycling and electrochemical impedance spectr
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21

Abukari, Mohammed Hashim. "The performance of structural screws in Canadian Glulam." Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=110664.

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The development of engineered wood products (EWPs), such as glued laminated timber, has led to the production of structural members with increased strength and spanning capabilities compared with solid sawn lumber and timber, and similar to what one could attain with commonly sized steel and reinforced concrete members. An important reason for the underutilisation of wood for heavy construction is the limitation of the CSA O86 Wood Design Standard especially as it applies to the design of fastenings for highly loaded connections. This thesis addresses the connection design of glulam and sawn w
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22

Wu, G. P. "Structural performance of multi-layered laminated glass plates." Thesis, Swansea University, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636698.

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The work presented in this thesis focus on analysing the structural performance of multi-layered laminated glass places subjected to uniform pressure loading. Numerical simulations using ANSYS finite element software has been performed to analyse the behaviour of laminated glass plates. Theoretical laminated glass beam models that represent the interaction of forces between PVB interlayer and glass have been presented. Based on the formulation of theoretical models, a new modelling technique using shell and link elements has been proposed. The behaviour of glass plate is captured by the shell
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23

Mays, Geoffrey Charles. "Fatigue performance and durability of structural adhesive joints." Thesis, University of Dundee, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.334180.

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24

Friis, Jesper. "Structural performance of confined high strength concrete columns." Thesis, City University London, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.397864.

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25

Kalombaris, A. "Structural maintenance assessment and performance of minor roads." Thesis, University of Hertfordshire, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276181.

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26

Arnaout, S. "The structural performance of egg-shaped sewer linings." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/46943.

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27

Thomson, Andrew. "The structural performance of non-metallic timber connections." Thesis, University of Bath, 2010. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.544513.

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Reducing the amount of metal used within a timber structure has many advantages, particularly when dealing with connections. Fire resistance and durability are commonly cited benefits. In addition the use of alternative connector materials minimises thermal bridging and can also provide a lighter weight structural solution. Existing contemporary forms of non-metallic timber connections are commonly provided through the use of adhesives. However, these connections are reliant on a need for careful offsite, prefabricated construction. Traditional green oak carpentry connections provide a mechani
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28

Chow, Yi-Mei Maria 1974. "Computational fluid dynamics for high performance structural facilities." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/50366.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998.<br>Includes bibliographical references (leaves 104-106).<br>by Yi-Mei Maria Chow.<br>M.Eng.
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29

Al-Khudairi, Othman. "Structural performance of horizontal axis wind turbine blade." Thesis, Kingston University, 2014. http://eprints.kingston.ac.uk/32197/.

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The power output from a wind turbine is proportional to rotor swept area and as a result in the past 30 years continuous effort has been made to design larger blades. In this period, the blade length has been increased about 10 times since 1980s to present time. With the longest blade currently measuring more than 100m in length, wind turbine blade designers and manufacturers face enormous challenges to encounter the effect of increased weight and other loads on fatigue durability of the blade. Wind turbine blades are mainly made from glass fibre reinforced plastic (GFRP) composite. materials.
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30

Ulu, Erva. "Enhancing the Structural Performance of Additively Manufactured Objects." Research Showcase @ CMU, 2018. http://repository.cmu.edu/dissertations/1188.

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The ability to accurately quantify the performance an additively manufactured (AM) product is important for a widespread industry adoption of AM as the design is required to: (1) satisfy geometrical constraints, (2) satisfy structural constraints dictated by its intended function, and (3) be cost effective compared to traditional manufacturing methods. Optimization techniques offer design aids in creating cost-effective structures that meet the prescribed structural objectives. The fundamental problem in existing approaches lies in the difficulty to quantify the structural performance as each
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31

Murambadoro, Daniel K. "The structural performance of egg-shaped sludge digesters." Master's thesis, University of Cape Town, 2003. http://hdl.handle.net/11427/5019.

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32

Faghih, Faezeh. "Structural performance of nano concrete-steel sandwich wall." Thesis, City, University of London, 2018. http://openaccess.city.ac.uk/19774/.

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Concrete is extensively used in the construction of infrastructures, however formation and development of cracks undermines the integrity of the structure. Thus, both improving the mechanical properties of this construction material as well as structural health monitoring of structures are essential tasks to be tackled. The research covered in this thesis is concerned with mechanical properties of carbon nanofiber reinforced concrete and the effect of this type of concrete on structural performance of the composite steel-concrete sandwich (SC) system. The use of nanofibers such as Carbon Nanof
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33

Yoo, Jung Han. "Analytical investigation on the seismic performance of special concentrically braced frames /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/10115.

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34

Goodman, Joseph Neal. "Performance measures for residential PV structural response to wind effects." Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54910.

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This thesis applies structural reliability measures for the performance based design of residential PV system structures. These measures are intended to support designers in delivering systems with quantified and consistent reliability. Existing codified practices prescribe global factors (allowable stress design) and partial factors (load and resistance factor design) intended to provide an acceptable level of reliability as defined by historical practice. When applied to residential PV systems this prescriptive approach has two flaws, (1) calibration efforts needed to ensure consistency acro
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35

Adams, Scott Michael. "Performance-Based Analysis of Steel Buildings: Special Concentric Braced Frame." DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/389.

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The performance-based analysis methods and evaluation criteria in ASCE 41-06 were used to evaluate a special concentric braced frame building based on the design standards in ASCE 7-05. A rectangular, six-story office building was evaluated using linear static, linear dynamic, nonlinear static, and nonlinear dynamic procedures. The results showed that the linear procedures underestimated damage compared to the nonlinear procedures, with the building performing to Life Safety for the linear procedures, and the nonlinear procedures indicating component damage beyond the intended Life Safety limi
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36

Abdi, Meisam. "Evolutionary topology optimization of continuum structures using X-FEM and isovalues of structural performance." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/31226/.

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In the last three decades, advances in modern manufacturing processes, such as additive manufacturing (AM) on one hand and computational power on the other hand, has resulted in a surge of interest in topology optimization as a means of designing high performance components with high degrees of geometrical complexity. Topology optimization seeks to find the best design for a structure by optimally distributing material in a design space. Therefore not only the shape and size of the structure, but also the connectivity of the structure changes during the topology optimization process. As a resu
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37

Kim, Do-Hwan. "Seismic performance of PR frames in areas of infrequent seismicity." Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/20738.

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38

Cullen, Gavin William James. "Performance of stabilised top-hat sections in portal frames." Thesis, Queen's University Belfast, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.359060.

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39

Crewe, Adam J. "The characterisation and optimisation of earthquake shaking table performance." Thesis, University of Bristol, 1998. http://hdl.handle.net/1983/47c8d984-04b8-4c21-9491-e74829e561ed.

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40

Parkinson, David L. "Performance based design of structural steel for fire conditions." Link to electronic thesis, 2002. http://www.wpi.edu/Pubs/ETD/Available/etd-0821102-115014.

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41

Wu, Tianyi. "Structural performance of timber rivets in engineered wood products." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/48418.

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Timber Rivets are oval-shaped nails made from high-strength steel that allow for strong and ductile timber connections. Timber Rivets have been successfully used in the construction industry for over 40 years. Both the Canadian design code (CSA-O86) and the American design code (NDS), however, only specify Timber Rivets to be used with Glulam and solid sawn timber of certain species. In recent years, significant research has been conducted in New Zealand regarding the application of Timber Rivets to Laminated Veneer Lumber. As a result, the Johansen Yield Model, which is verified as a valid ap
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42

Hong, Kwan Eui Marcel. "Structural performance of nail-laminated timber-concrete composite floors." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/62710.

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Nail-laminated timber-concrete composite (TCC) is a system composed of a nail-laminated timber (NLT) panel connected to a concrete slab through shear connections. When used as flexural elements such as floors, the concrete and NLT are located in the compression and tension zones, respectively. NLT panels, being constructed out of inexpensive lumber planks nailed on their sides, offer an economical advantage in mass-timber constructions that complement the structural and building physics advantages of TCC. However, the performance of nail-laminated TCC as well as efficient shear connectors for
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43

Reeves, Eric E. "Structural reliability of ultra-high performance concrete in flexure." Ohio : Ohio University, 2004. http://www.ohiolink.edu/etd/view.cgi?ohiou1177090784.

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44

Quinn, D. F. "Panel Skin Sub-stiffening Concepts for Improved Structural Performance." Thesis, Queen's University Belfast, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.527892.

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45

Ahmad, Zulkifli Bin. "Synthetic and structural investigations of high performance aromatic polymers." Thesis, University of Reading, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.424256.

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46

Violette, Franck Luc Marcel. "On the fatigue performance prediction of ship structural details." Thesis, University of Southampton, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388346.

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47

Brandon, Daniel. "Fire and structural performance of non-metallic timber connections." Thesis, University of Bath, 2015. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.665417.

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Recent studies showed the need for timber connections with high fire performance. Connections of members in timber structures commonly comprise steel connectors, such as dowels, screws, nails and toothed plates. However, multiple studies have shown that the presence of exposed metal in timber connections leads to a poor performance under fire conditions. Replacing metallic fasteners with non-metallic fasteners potentially enhances the fire performance of timber connections. Previous studies showed that Glass Fibre Reinforced Polymer (GFRP) dowels can be a viable replacement for steel dowels an
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48

Dodds, Wayne J. "Durability performance of coarse crushed concrete aggregate structural concrete." Thesis, Loughborough University, 2017. https://dspace.lboro.ac.uk/2134/27534.

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Crushed or recycled concrete aggregates (CCA/RCA) is an increasingly popular material as a replacement for natural aggregates in concrete due to industry demands for more recycled, lower carbon and responsibly sourced materials. In the UK, the majority of CCA is utilised in non-structural applications such as: a general fill material, road base/subbase or in low-grade concrete. Recycled aggregate producers however, are seeking new ways to incorporate CCA into higher value applications such as structural concrete to increase profits. Opportunities to incorporate CCA into structural concrete may
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49

Kashi, Mohsen Gholam-Reza. "A performance analysis of the hi-plan structural apparatus." Thesis, Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/50031.

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Visual experience is a powerful pedagogic tool. Extensive use of experimental studies prior to design and construction has made conceptualization of complex structures possible. Experiments on reduced-scale structures and specimens are also vital tools for teaching structural mechanics. As such, the Department of Civil Engineering at Virginia Tech has acquired a new apparatus for use as an educational demonstration tool in the area of structural mechanics. This work presents the results of a detailed study on the performance of this device as related to its accuracy and operation. To fulfill
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50

Punyamurthula, Deepthi. "Structural performance of low-profile FRP composite celluar modules." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3815.

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Thesis (M.S.)--West Virginia University, 2005<br>Title from document title page. Document formatted into pages; contains xi, 91 p. : ill. (some col.) Includes abstract. Includes bibliographical references (p. 83-85).
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