Tesis sobre el tema "Motion response"
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Hofmann, Lorenz M. "The flow response to actuator motion /". The Ohio State University, 1996. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487941504296049.
Texto completoOhnishi, Yusuke. "Temporal impulse response function of the visual system estimated from ocular following responses in humans". 京都大学 (Kyoto University), 2017. http://hdl.handle.net/2433/225484.
Texto completoPiolatto, Alex. "Structural response including vertical component of ground motion /". Available to subscribers only, 2009. http://proquest.umi.com/pqdweb?did=1966541941&sid=4&Fmt=2&clientId=1509&RQT=309&VName=PQD.
Texto completoJeong, Seokho. "Topographic amplification of seismic motion including nonlinear response". Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/50325.
Texto completoPiolatto, Alex Joseph. "Structural Response Including Vertical Component of Ground Motion". OpenSIUC, 2009. https://opensiuc.lib.siu.edu/theses/112.
Texto completoCornforth, Whitney Alan 1977. "Simulation of motion response of spar type oil platform". Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/91351.
Texto completoChase, Robert Edward. "Structural Response and Risk Considering Regional Ground Motion Characteristics". Thesis, University of Colorado at Boulder, 2019. http://pqdtopen.proquest.com/#viewpdf?dispub=10981024.
Texto completoRegions of the U.S. have different tectonic environments and, correspondingly, seismic ground motion characteristics can vary significantly across the country. Structures’ seismic risk depends greatly on these characteristics, which can significantly influence structural seismic response. Current seismic design procedures and many typical assessments only consider ground motion intensity at a structure’s fundamental period, and not motion characteristics like frequency content and ground motion duration. This dissertation explores the relationships between regional ground motion characteristics and structural risk through three studies that aim to fill this gap in the literature.
Chapter 2 investigates induced earthquakes in the central U.S. to investigate the characteristics of ground motions and resulting structural response. Ground motion suites of induced motions and tectonic motions with similar earthquake source characteristics are gathered for dynamic analysis on a numerical model of a residential chimney. Tectonic motions are found to produce slightly higher probabilities of chimney collapse, when compared to induced motions of the same intensity. These higher probabilities are due to differences in the frequency content, which stem from differences in depth, stress drop, and regional seismic environment between the two ground motion sets.
Chapter 3 analyzes light-frame wood buildings in sequences of induced motions, through dynamic simulations, to investigate damage and seismic loss accumulation in multiple shaking events. The study finds that, although cracks widen and elongate in subsequent events, the vulnerability of new light-frame wood construction does not increase when initially damaged at levels observed in recent induced events. However, seismic losses or repair costs may increase dramatically if owners are repairing after every event.
In Chapter 4, light-frame wood buildings are simulated using hazard-consistent incremental dynamic analysis to assess collapse capacities and expected seismic loss, for one to four-story commercial and multifamily buildings at sites in California and the Pacific Northwest. Modification factors for design base shear are developed for these buildings to account for site-specific spectral shape. Collapse risk, losses, and design base shear are found to be higher for sites with larger contributions from subduction hazards, due to broader motion frequency content and, to a lesser extent, longer shaking durations.
Koukleri, Stavroula. "Inelastic earthquake response and design of multistorey torsionally unbalanced structures". Thesis, University College London (University of London), 2000. http://discovery.ucl.ac.uk/1349433/.
Texto completoMisovec, Kathleen. "The effect of flight simulator motion on modelled vestibular response". Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/83660.
Texto completoMicrofiche copy available in Archives and Barker.
Bibliography: leaves [133]-[134].
by Kathleen M. Misovec.
M.S.
Wallis, Barbara Diana. "Mathematical modelling of the dynamic response, in six degrees of freedom, of small vessels in a seaway". Thesis, University of Plymouth, 1997. http://hdl.handle.net/10026.1/1725.
Texto completoZamiran, Siavash. "Numerical Analysis on Seismic Response of Cantilever Retaining Wall Systems and Fragility Analysis on Motion Response". OpenSIUC, 2017. https://opensiuc.lib.siu.edu/dissertations/1475.
Texto completoChen, Shin-Juh. "Response of blade-row to upstream vortical disturbance in relative motion". Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/47382.
Texto completoKiyono, Junji. "IDENTIFICATION AND SYNTHESIS OF SEISMIC GROUND MOTION IN STRUCTURAL RESPONSE ANALYSES". Kyoto University, 1992. http://hdl.handle.net/2433/74615.
Texto completoMotamed, Maryam. "Effects of Site Response on the Correlation Structure of Ground Motion Residuals". Thesis, Virginia Tech, 2014. http://hdl.handle.net/10919/25333.
Texto completoMaster of Science
Tsujii, Masato. "Response and design of steel-concrete composite frames subjected to earthquake motion". Thesis, Imperial College London, 2001. http://hdl.handle.net/10044/1/7454.
Texto completoFisher, Karl Albert. "Structural and acoustic response of motion sensors mounted on a compliant coating". Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/16637.
Texto completoMusselman, Ryan William. "Effect of Ornamentation on the Emotion Response and Perception of Motion Graphics". Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/23265.
Texto completoThis study found that the amount of ornamentation in logo animations has a direct effect on the viewer\'s emotional responses and perceptions. More ornamentation led to overall positive changes in the emotional responses and perceptions of the brand or message, however there can be a turning point where the ornamentation can cause a negative response from the viewer.
Master of Fine Arts
Sedlackova, Anna. "Replicating Motion Vision and Response in Insects Using a Synthetic Nervous System". Case Western Reserve University School of Graduate Studies / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1593309220545937.
Texto completoEsbjörnsson, Liljedahl Mona. "Human muscle response to sprint exercise in a gender perspective /". Stockholm, 2000. http://diss.kib.ki.se/2000/91-630-8825-8/.
Texto completoBidwell, Nicola Jane. "Response characteristics of motion-sensitive descending neurons in the worker honeybee (Apis mellifera)". Thesis, Queen Mary, University of London, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.249823.
Texto completoŠimic, Marko y Niko Herakovič. "High-response hydraulic linear drive with integrated motion sensor and digital valve control". Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-199381.
Texto completoSugito, Masata. "EARTHQUAKE MOTION PREDICTION, MICROZONATION, AND BURIED PIPE RESPONSE FOR URBAN SEISMIC DAMAGE ASSESSMENT". Kyoto University, 1987. http://hdl.handle.net/2433/138405.
Texto completoSugita, Yuko. "Principal Fourier component of motion stimulus dominates the initial optokinetic response in mice". Kyoto University, 2013. http://hdl.handle.net/2433/174825.
Texto completoLee, Bryce Kenji Tim-Sung. "Design of a Humanoid Robot for Disaster Response". Thesis, Virginia Tech, 2014. http://hdl.handle.net/10919/47492.
Texto completoMaster of Science
Malm, Christer. "Immunological changes in human blood and skeletal muscle in response to physical exercise /". Stockholm : Karolinska Univ. Press, 2001. http://diss.kib.ki.se/2001/91-7349-035-0/.
Texto completoRana, Suman. "RISK-TARGETED GROUND MOTION FOR PERFORMANCE- BASED BRIDGE DESIGN". OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2137.
Texto completoEklund, Frida. "Make people move : Utilizing smartphone motion sensors to capture physical activity within audiences during lectures". Thesis, KTH, Visualisation - Interaction - Collaboration, VIC, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-233369.
Texto completoEfter bara 10-30 minuter på en stillasittande föreläsning börjar publiken tappa i koncentration. Det går undvika på olika sätt. Ett sätt kan vara genom att låta publiken bli mer aktiva i föreläsningen med hjälp av ett webb-baserat röstningsverktyg, där de använder sina smartphones för att interagera med föreläsaren, och ett annat sätt kan vara att ta korta pauser där publiken får röra på sig för att syresätta hjärna och kropp. I den här studien kombinerades dessa två metoder genom att utnyttja rörelsesensorerna som finns inbyggda i de flesta smartphones. En fysisk aktivitet för en föreläsningspublik togs fram och implementerades i ARS-plattformen Mentimeter och konceptet utvärderades sedan under två föreläsningar baserat på O’Brien and Toms' modell för engagemang. Målet var att utforska förutsättningarna, både inom teknik och design, för att skapa en engagerande fysisk aktivitet för en föreläsningspublik, där smartphonens rörelsesensorer används för att fånga rörelse och ett webb-baserat röstningssystem för att presentera data. Resultatet visade att konceptet upplevdes som kul och engagerande, där viktiga faktorer för att skapa engagemang fanns i att ha ett tävlingsmoment och en lagom svårighetsgrad. Studien visade även att feedback är komplicerat när det kommer till rörelseinteraktion, och att det finns begräsningarna i vad som kan göras med rörelsesensorerna i en smartphone med hjälp av webbteknologi. Det finns stor potential för ytterligare undersökningar både inom hur man kan skapa interaktiva aktiviteter på föreläsningar som ger publiken mer energi, men också inom området kring feedback för rörelseinteraktion.
Ay, Bekir Ozer. "A Proposed Ground Motion Selection And Scaling Procedure For Structural Systems". Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12615359/index.pdf.
Texto completoNg, Hoi-shan Crystal. "Rewriting Louis Cha's classical characters in filmic representation in response to the political and cultural mutation of Hong Kong 90S - Wong Kar Wai and Tsui Hark". Hong Kong : University of Hong Kong, 1998. http://sunzi.lib.hku.hk/hkuto/record.jsp?B20272662.
Texto completoGuettler, Allison Jean. "Quantifying the Response of Relative Brain/Skull Motion to Rotational Input in the PMHS Head". Thesis, Virginia Tech, 2018. http://hdl.handle.net/10919/82400.
Texto completoMaster of Science
Lester, Alanna Paige. "An Examination of Site Response in Columbia, South Carolina: Sensitivity of Site Response to "Rock" Input Motion and the Utility of Vs(30)". Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/33467.
Texto completoMaster of Science
Chang, Tsu-Sheng. "A study of seismic response of rotating machines subjected to multi-component base excitation". Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-05042010-020148/.
Texto completoSu, Yan. "Numerical and experimental study of the wave response of floating support with partially filled tank". Thesis, Ecole centrale de Marseille, 2014. http://www.theses.fr/2014ECDM0007/document.
Texto completoThis work focuses on the sloshing of the fluid in rectangular tanks with forced motions and of the coupling with a floating body. A linear theory is firstly given for the sloshing which is represented by the superposition of natural sloshing modes. Compared with linear theory, the extended Boussinesq-type models are used for the simulations of nonlinear sloshing motions. The fully nonlinear free surface conditions are adopted and linear damping term is considered in the model. The integral equation method with fully nonlinear free surface conditions are also applied. A flat bottom rectangular tank with different filling levels are discussed based on these numerical methods and experiences. The solutions of an inclined bottom tank are studied and compared with experimental results. The sea-keeping of a rectangular barge is modeled by a series of eigen-functions. The coupled computations of the sloshing in the tank and the sea-keeping of floating body are studied in both the frequency domain and time domain. The numerical results are compared with experimental results
Zirbel, Shannon Alisa. "Characterization of the Mechanical Response of the Lumbar Spine". BYU ScholarsArchive, 2011. https://scholarsarchive.byu.edu/etd/2783.
Texto completoChoi, Hoon. "Effects of near-fault ground motion and fault-rupture on the seismic response of reinforced concrete bridges". 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:3289465.
Texto completoMatheson, A. L. "The influence of facial motion on the neural response during emotion perception in typical and atypical development". Thesis, University College London (University of London), 2012. http://discovery.ucl.ac.uk/1346471/.
Texto completoLewis, Benjamin C. "Radiotherapy Response Using Intravoxel Incoherent Motion Magnetic Resonance Imaging in Liver Patients Treated with Stereotactic Body Radiotherapy". VCU Scholars Compass, 2019. https://scholarscompass.vcu.edu/etd/5821.
Texto completoSyed, Riaz. "Development of Computational Tools for Characterization, Evaluation, and Modification of Strong Ground Motions within a Performance-Based Seismic Design Framework". Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/36435.
Texto completoMaster of Science
Sakurai, Atsunori. "Exploring Nonlinear Responses of Quantum Dissipative Systems from Reduced Hierarchy Equations of Motion Approach". 京都大学 (Kyoto University), 2013. http://hdl.handle.net/2433/179368.
Texto completoJin, Di. "Cell-cycle dependent motility of Chlamydomonas reinhardtii and its collective motion in response to a Hagen-Poiseuille flow". Thesis, University of Cambridge, 2019. https://www.repository.cam.ac.uk/handle/1810/284912.
Texto completoPetrunak, Denise. "Violence in Film: Narrative and Contextual Importance in Subjective Response". Honors in the Major Thesis, University of Central Florida, 2005. http://digital.library.ucf.edu/cdm/ref/collection/ETH/id/790.
Texto completoBachelors
Arts and Sciences
Psychology
Yenier, Emrah. "Limitations On Point-source Stochastic Simulations In Terms Of Ground-motion Models". Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610308/index.pdf.
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7.5), source-to-site distance (less than 100 km), faulting style (shallow dipping and strike-slip) and site class (soft, stiff and rock) bins. The simulations are performed in two main stages: (1) the acceleration time series at outcropping very hard rock sites are simulated based on the stochastic method proposed by Boore (1983, 2003) and (2) they are modified through 1-D equivalent linear site response analysis to generate the free-field motions at soft, stiff and rock sites. Thus, as a part of this study, a probability-based soil profile model that considers the random variation of S-wave slowness as a function of depth is derived. The synthetic ground motions are assessed with several recent empirical ground-motion models to constitute the limitations of the simulation procedure. It is believed that the outcomes of this study will realistically describe the limitations of stochastic point-source simulation approach that can be employed further for the studies on improvements of this simulation technique.
Jiwaji, Aamera Hamzaali. "Negotiating the global : how young women in Nairobi shape their local identities in response to aspects of the mexican telenovela, Cuando seas mia". Thesis, Rhodes University, 2010. http://hdl.handle.net/10962/d1013364.
Texto completoTOMBARI, ALESSANDRO. "Seismic response of extended pile shafts considering nonlinear soil-pile interaction". Doctoral thesis, Università Politecnica delle Marche, 2013. http://hdl.handle.net/11566/242686.
Texto completoSingle column bents on extended pile shafts are widely used in bridges for their economical and technical advantages. Nevertheless, this system is strongly affected by Dynamic Soil- Pile-Structure Interaction. In addition to the lengthening of the fundamental period of the structure, the compliance of the foundation induces a rocking component of the seismic motion experienced by the overall system that cannot be considered by following the procedures of a common seismic design practice. Although advanced models have been developed in order to account for Soil-Pile-Structure Interaction both in the linear and nonlinear range, Winkler-type models represent one of the most feasible approaches. In this work, a Beam on Nonlinear Winkler Foundation model is used to investigate the importance of features typical in soil nonlinear behaviour such as yielding, gapping, soil cave-in and cyclic hardening/degradation effects on the performance of extended pile shafts. A procedure to estimate the model parameters from geotechnical soil characterization is presented. Incremental Dynamic Analyses are performed to evaluate the effects of Ground Motion Duration and soil nonlinearity on the performance of extended pile shafts in various homogeneous and two-layered soil profiles, including saturated clay and sand in either fully dry or saturated state with different levels of compaction. A procedure to perform Incremental Dynamic Analysis, including effects on both site response analysis and on the structural performance, is established. Nonlinear kinematic and inertial interaction effects are analyzed by means of an exhaustive parametric investigation. The significant effects of the rocking component and the Ground Motion Duration on the seismic response of extended pile shafts are demonstrated. Comparisons with results obtained with a linear model are also presented. Finally, some considerations are drawn pointing out grey areas of the common design practice.
Yoder, Steven J. "Occupant Response Metrics and Their Applicability to a Roll Simulator". The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1322625198.
Texto completoBüch, Florian. "Seismic response of Little Red Hill - towards an understanding of topographic effects on ground motion and rock slope failure". Thesis, University of Canterbury. Geological Sciences, 2008. http://hdl.handle.net/10092/1251.
Texto completoIsbiliroglu, Levent. "Strategy for Selecting Input Ground Motion for Structural Seismic Demand Analysis". Thesis, Université Grenoble Alpes (ComUE), 2018. http://www.theses.fr/2018GREAU009/document.
Texto completoThe observed variability is very large among natural earthquake records, which are not consolidated in the engineering applications due to the cost and the duration. In the current practice with the nonlinear dynamic analysis, the input variability is minimized, yet without clear indications of its consequences on the output seismic behavior of structures. The study, herein, aims at quantifying the impact of ground motion selection with large variability on the distribution of engineering demand parameters (EDPs) by investigating the following questions:What is the level of variability in natural and modified ground motions?What is the impact of input variability on the EDPs of various structural types?For a given earthquake scenario, target spectra are defined by ground motion prediction equations (GMPEs). Four ground motion modification and selection methods such as (1) the unscaled earthquake records, (2) the linearly scaled real records, (3) the loosely matched spectrum waveforms, and (4) the tightly matched waveforms are utilized. The tests on the EDPs are performed on a record basis to quantify the natural variability in unscaled earthquake records and the relative changes triggered by the ground motion modifications.Each dataset is composed by five accelerograms; the response spectrum compatible selection is then performed by considering the impact of set variability. The intraset variability relates to the spectral amplitude dispersion in a given set, and the interset variability relates to the existence of multiple sets compatible with the target.The tests on the EDPs are performed on a record basis to quantify the natural variability in unscaled earthquake records and the relative changes triggered by the ground motion modifications. The distributions of EDPs obtained by the modified ground motions are compared to the observed distribution by the unscaled earthquake records as a function of ground motion prediction equations, objective of structural analysis, and structural models.This thesis demonstrates that a single ground motion set, commonly used in the practice, is not sufficient to obtain an assuring level of the EDPs regardless of the GMSM methods, which is due to the record and set variability. The unscaled real records compatible with the scenario are discussed to be the most realistic option to use in the nonlinear dynamic analyses, and the ‘best’ ground motion modification method is demonstrated to be based on the EDP, the objective of the seismic analysis, and the structural model. It is pointed out that the choice of a GMPE can provoke significant differences in the ground motion characteristics and the EDPs, and it can overshadow the differences in the EDPs obtained by the GMSM methods
Fitoz, Hatice Eda. "Response Of Asymmetric Isolated Buildings Under Bi-directionalexcitations Of Near-fault Ground Motions". Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614121/index.pdf.
Texto completoResponse of Isolated Structures Under Bi-directional Excitations of Near-fault ground Motions&rdquo
(Ozdemir, 2010). Each ground motion set (fault normal and fault parallel) are applied simultaneously for different range of effective damping of lead rubber bearing (LRB) and for different isolation periods.
Tsinias, Vasileios. "A hybrid approach to tyre modelling based on modal testing and non-linear tyre-wheel motion". Thesis, Loughborough University, 2014. https://dspace.lboro.ac.uk/2134/17852.
Texto completoAlsaleem, Fadi M. "An investigation into the effect of the PCB motion on the dynamic response of MEMS devices under mechanical shock loads". Diss., Online access via UMI:, 2007.
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