Дисертації з теми "Elastomeric isolators"
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Ardic, Halil. "Design And Modeling Elastomeric Vibration Isolators Using Finite Element Method." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615684/index.pdf.
Повний текст джерелаs products. For this purpose, first of all, similar isolators are examined in the market. After that, appropriate elastomeric materials are selected and their temperature and frequency dependent dynamic properties are experimentally obtained. Parametric finite element model of the isolator is then constituted in ANSYS APDL using the properties of elastomeric materials and the conceptual design of the isolator. Then, according to design requirements, final design parameters of the vibration isolator are determined at the end of design iterations. In the next step, vibration isolator that was designed is manufactured using the elastomeric material chosen, by a local rubber company. Finally, design process is verified by comparing analysis and test results.
Fredette, Luke. "Dynamic Analysis of Fractionally-Damped Elastomeric and Hydraulic Vibration Isolators." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1479904009913121.
Повний текст джерелаRamesh, Ram S. "Identification of Multi-Dimensional Elastic and Dissipation Properties of Elastomeric Vibration Isolators." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1515109658022859.
Повний текст джерелаHedayati, Dezfuli Farshad. "Hysteretic behaviour of steel- and fibre-reinforced elastomeric isolators fitted with superelastic shape memory alloy wire." Thesis, University of British Columbia, 2015. http://hdl.handle.net/2429/53019.
Повний текст джерелаApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Mano, Toshihisa Verfasser], Ingbert [Gutachter] [Mangerig, Akimitsu [Gutachter] Kurita, and Takashi [Gutachter] Yamaguchi. "Numerical and experimental analysis of the load-carrying behaviour of laminated elastomeric bearings as seismic isolators / Toshihisa Mano ; Gutachter: Ingbert Mangerig, Akimitsu Kurita, Takashi Yamaguchi ; Akademischer Betreuer: Ingbert Mangerig ; Universität der Bundeswehr München, Fakultät für Bauingenieurwesen und Umweltwissenschaften." Neubiberg : Universitätsbibliothek der Universität der Bundeswehr München, 2016. http://nbn-resolving.de/urn:nbn:de:bvb:706-4854.
Повний текст джерелаMano, Toshihisa Verfasser], Ingbert [Gutachter] [Akademischer Betreuer] Mangerig, Akimitsu [Gutachter] [Kurita, and Takashi [Gutachter] Yamaguchi. "Numerical and experimental analysis of the load-carrying behaviour of laminated elastomeric bearings as seismic isolators / Toshihisa Mano ; Gutachter: Ingbert Mangerig, Akimitsu Kurita, Takashi Yamaguchi ; Akademischer Betreuer: Ingbert Mangerig ; Universität der Bundeswehr München, Fakultät für Bauingenieurwesen und Umweltwissenschaften." Neubiberg : Universitätsbibliothek der Universität der Bundeswehr München, 2016. http://d-nb.info/1123038260/34.
Повний текст джерелаPalma, Pietro Maria. "Adeguamento sismico di ponti esistenti mediante l’inserimento di isolatori elastomerici." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.
Знайти повний текст джерелаYork, David J. "A novel magnetorheological fluid-elastomer vibration isolator /." abstract and full text PDF (free order & download UNR users only), 2007. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1448335.
Повний текст джерела"August, 2007." Includes bibliographical references (leaves 83-86). Online version available on the World Wide Web. Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2007]. 1 microfilm reel ; 35 mm.
Adjerid, Khaled. "A Study on the Dynamic Characterization of a Tunable Magneto-Rheological Fluid-Elastic Mount in Squeeze Mode Vibration." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/33628.
Повний текст джерелаMaster of Science
Zampini, Niccolò. "Adeguamento sismico di ponti esistenti mediante inserimento di isolatori elastomerici e smorzatori viscosi." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.
Знайти повний текст джерелаRustichelli, Lorenzo. "Progetto in zona sismica di un edificio in calcestruzzo: confronto tra comportamento a base fissa e comportamento con isolamento alla base." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/20300/.
Повний текст джерелаMonti, Diego. "Analisi del funzionamento dei dispositivi di isolamento sismico e applicazione progettuale ad un edificio in cemento armato." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8105/.
Повний текст джерелаAdib, Natanzi Heshmatollah. "Effect of bonding variation and component combination on dynamic characteristics of compound semi-bonded carbon fiber reinforced elastomeric isolator (CSB-CFREI)." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/59129.
Повний текст джерелаApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Southern, Brian Mitchell. "Design and Characterization of Tunable Magneto-Rheological Fluid-Elastic Mounts." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/32654.
Повний текст джерелаMaster of Science
Gu, Xiaoyu. "Investigation of adaptive base isolation system utilising magnetorheological elastomer." Thesis, 2017. http://hdl.handle.net/10453/120190.
Повний текст джерелаMost of current researches on controllable or “smart” base isolation systems have been based on the hybrid of conventional base isolation system with active or semi-active dampers. Although supplementary dampers may help to reduce maximum displacement of base isolation systems and provide adjustable damping to suppress vibrations of the protected structure, it suffers some setbacks such as introduction of undesirable acceleration, limited performance due to the passive nature of base isolation, etc. Moreover, those “smart” supplementary dampers failed to add “smartness” or controllability toward working mechanism of isolation systems, i.e. decoupling ground motion from superstructures. In recent years, the development of adaptive base isolator utilising magnetorheological elastomer (MRE) shed light on “truly” smart base isolation systems in which isolators’ lateral stiffness can be controlled in real time by varying applied current. To this end, the MRE base isolation system exhibits a promising potential for ultimate seismic protection of civil infrastructures due to its ability to maximise, in real time, level of decoupling between ground motion and the superstructure. However, there have been only limited researches reported in this area. In addition, there is lack of throughout investigations, especially experimental investigation, on critical issues and feasibility related design and implementation of such MRE-based smart base isolated system, which is much needed for future development and application. This thesis is aimed at filling aforementioned research gap in development and application of MRE-based smart base isolated system by contributing new knowledge in the fields in terms of: i) modelling of the MRE isolator to capture its forward and inverse dynamic characteristics; ii) comprehensive investigation on the response time of MRE isolator and exploration of approaches to minimise the lag; iii) overcome obstacles in experimental realisation of smart base isolation system; iv) other innovations in seismic protection of civil infrastructures employing MRE isolator.