Relevant bibliographies by topics / Motion response

Academic literature on the topic 'Motion response'

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Published: 14 March 2023

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Journal articles on the topic "Motion response"

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Davis, M. R., N. L. Watson, and D. S. Holloway. "Measurement of Response Amplitude Operators for an 86 m High-Speed Catamaran." Journal of Ship Research 49, no. 02 (June 1, 2005): 121–43. http://dx.doi.org/10.5957/jsr.2005.49.2.121.

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Radar observations of encountered wave profile and measurements of vessel motions have been used to derive motion response amplitude operators, and the results are compared with predicted motion responses. Data were collected from an INCAT Tasmania built ferry while on delivery between Australia and England. It has been found that the predicted motions using a time domain method are consistent with those observed with respect to the increase of response with vessel speed and the decrease of response for seas encountered from the beam directions. Peak heave and pitch response amplitude operators were measured and computed at up to 2.5 and 1.8, respectively, at high speed in head seas. Conventional low-speed frequency domain motion analysis was found to give smaller predicted responses at somewhat higher frequency than the high-speed time-domain motion analysis. Significantly larger rolling motions were measured than predicted, and it appears that the action of the steering system may contribute substantially to in-service rolling.
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Bermeitinger, Christina, Ryan Hackländer, Marie Kollek, Matthis Stiegemeyer, and Alexandra E. Tränkner. "Perceived and one’s own motion in response priming." Open Psychology 2, no. 1 (August 24, 2020): 213–37. http://dx.doi.org/10.1515/psych-2020-0106.

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AbstractIn response priming, motor pre-activations from a prime to the response to a target can be measured, as a function of whether they require the same (compatible) or different (incompatible) responses. With moving primes and static arrow targets, the results depend on the stimulus onset asynchrony between prime and target: with short SOAs, there were faster responses to compatible than incompatible targets, with longer SOAs, the pattern reverses. However, this reversal was not found with more biological motions. The current study comprised 3 experiments in order to replicate several findings from previous research and add evidence regarding the interplay of one’s own and perceived motions. Subjects performed a response priming task with moving prime stimuli while in motion themselves. With this paradigm, we tested the general influence of motion on responding and compatibility effects in response priming with moving prime stimuli. Furthermore, we assessed specific interactions of features of the perceived stimuli (e.g., moving vs. static; direction of the prime or target) and the own motion (e.g., walking vs. standing; direction of being rotated). We used two different own motions (walking on a treadmill, Exp. 1 & 3; rotating in a human gyroscope, Exp. 2) and two different visual stimulus types (rows-of-dots, Exp. 1 & 2; point light displays, Exp. 3). Compatibility effects were, in general, neither increased nor decreased during motion. Their size depended on the stimulus type, the velocity of one’s own motion, and several interactions of perceived and own motion. We discuss our findings with respect to perception-action interactions and previous findings on response priming with moving prime stimuli.
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JACOB, C., K. SEPAHVAND, V. A. MATSAGAR, and S. MARBURG. "STOCHASTIC SEISMIC RESPONSE OF BASE-ISOLATED BUILDINGS." International Journal of Applied Mechanics 05, no. 01 (March 2013): 1350006. http://dx.doi.org/10.1142/s1758825113500063.

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The stochastic response of base-isolated building considering the uncertainty in the characteristics of the earthquakes is investigated. For this purpose, a probabilistic ground motion model, for generating artificial earthquakes is developed. The model is based upon a stochastic ground motion model which has separable amplitude and spectral non-stationarities. An extensive database of recorded earthquake ground motions is created. The set of parameters required by the stochastic ground motion model to depict a particular ground motion is evaluated for all the ground motions in the database. Probability distributions are created for all the parameters. Using Monte Carlo (MC) simulations, the set of parameters required by the stochastic ground motion model to simulate ground motions is obtained from the distributions and ground motions. Further, the bilinear model of the isolator described by its characteristic strength, post-yield stiffness and yield displacement is used, and the stochastic response is determined by using an ensemble of generated earthquakes. A parametric study is conducted for the various characteristics of the isolator. This study presents an approach for stochastic seismic response analysis of base-isolated building considering the uncertainty involved in the earthquake ground motion.
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Kate Flint. "Response: Arrested Motion." Victorian Studies 60, no. 2 (2018): 201. http://dx.doi.org/10.2979/victorianstudies.60.2.05.

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Tian, Li, Hong Nan Li, and Wen Ming Wang. "Response of Transmission Lines under Three-Dimensional Seismic Excitations." Applied Mechanics and Materials 166-169 (May 2012): 2259–64. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2259.

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The behavior of transmission line under three-dimensional seismic excitations is studied by numerical simulation. According to a practical engineering, the transmission towers are modeled by frame elements and the transmission lines are modeled by cable element account for the nonlinearity of the cable. The effects of single-dimensional, two-dimensional and three-dimensional ground motions on the responses of transmission line are investigated using nonlinear time history analysis method, respectively. The results indicate that the longitudinal maximum response of transmission lines can be obtained considering longitudinal ground motion excitation only. The transverse maximum response of transmission lines can be obtained considering transverse ground motion excitation only. Neglecting multiple nature of ground motion in analysis will significantly underestimate the vertical responses of the transmission lines. To obtain an accurate seismic response of transmission lines, three-dimensional ground motion inputs are required.
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Streit, D. A., C. M. Krousgrill, and A. K. Bajaj. "Nonlinear Response of Flexible Robotic Manipulators Performing Repetitive Tasks." Journal of Dynamic Systems, Measurement, and Control 111, no. 3 (September 1, 1989): 470–79. http://dx.doi.org/10.1115/1.3153077.

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The dynamics of a flexible manipulator is described by two distinct types of variables, one describing the nominal motion and the other describing the compliant motion. For a manipulator programmed to perform repetitive tasks, the dynamical equations governing the compliant motion are parametrically excited. Nonlinear dynamics of a two-degree-of-freedom model is investigated in parameter regions where the nominal motion is predicted by the Floquet theory to be unstable. Multiple time scales technique is used to study the nonlinear response, and it is shown that the compliant coordinates can execute small but finite amplitude periodic motions. In one particular case, the amplitude of these periodic motions is shown to bifurcate to a periodic solution which subsequently undergoes period-doubling bifurcations leading to chaotic motions.
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Poulos, Alan, Eduardo Miranda, and Jack W. Baker. "Evaluation of Earthquake Response Spectra Directionality Using Stochastic Simulations." Bulletin of the Seismological Society of America 112, no. 1 (October 26, 2021): 307–15. http://dx.doi.org/10.1785/0120210101.

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ABSTRACT For earthquake-resistant design purposes, ground-motion intensity is usually characterized using response spectra. The amplitude of response spectral ordinates of horizontal components varies significantly with changes in orientation. This change in intensity with orientation is commonly known as ground-motion directionality. Although this directionality has been attributed to several factors, such as topographic irregularities, near-fault effects, and local geologic heterogeneities, the mechanism behind this phenomenon is still not well understood. This work studies the directionality characteristics of earthquake ground-motion intensity using synthetic ground motions and compares their directionality to that of recorded ground motions. The two principal components of horizontal acceleration are sampled independently using a stochastic model based on finite-duration time-modulated filtered Gaussian white-noise processes. By using the same stochastic process to sample both horizontal components of motion, the variance of horizontal ground acceleration has negligible orientation dependence. However, these simulations’ response spectral ordinates present directionality levels comparable to those found in real ground motions. It is shown that the directionality of the simulated ground motions changes for each realization of the stochastic process and is a consequence of the duration being finite. Simulated ground motions also present similar directionality trends to recorded earthquake ground motions, such as the increase of average directionality with increasing period of vibration and decrease with increasing significant duration. These results suggest that most of the orientation dependence of horizontal response spectra is primarily explained by the finite significant duration of earthquake ground motion causing inherent randomness in response spectra, rather than by some physical mechanism causing polarization of shaking.
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Su, Feng, John G. Anderson, and Yuehua Zeng. "Study of weak and strong ground motion including nonlinearity from the Northridge, California, earthquake sequence." Bulletin of the Seismological Society of America 88, no. 6 (December 1, 1998): 1411–25. http://dx.doi.org/10.1785/bssa0880061411.

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Abstract This article presents a new method to estimate S-wave site response relative to a regional layered crustal model. The method is useful for site-specific strong-motion prediction because the estimated site-response functions are referenced to an idealized regional layered model for which we know the ground response exactly. We applied this method to the Northridge earthquake sequence. We determined the site amplifications, from aftershocks with magnitudes 2.6 to 4.3, at 21 stations that were colocated with strong-motion stations. These site-response functions were then used to modify synthetic seismogram calculated for the Northridge mainshock in the same regional layered crustal model and thus obtain site-specific ground-motion estimates. These site-specific synthetic seismograms have higher correlation to observations in comparison to the synthetic seismograms without weak-motion site correction. They have similar amplitude and frequency content to the observations, especially at sites with recorded peak ground accelerations below 0.3 g. At sites with larger ground motions, however, this approach overestimates the strong motion. The differences are made clear when we estimate site-response functions from the strong-motion records and compare them with those from weak-motion records. We express the differences as the average ratio of the weak- to strong-motion site response (AWS ratio). When the ground motion is low, the AWS ratio is near unity, indicating that the weak- and strong-motion site responses agree with each other within the uncertainty. However, the AWS ratio increases as the ground-motion amplitude increses. The difference in weak- and strong-motion site responses becomes significant at stations where peak acceleration was above 0.3 g, peak velocity was above 20 cm/sec, or peak strain was above 0.06% during the mainshock. This result demonstrates directly from the ground-motion observations the relationship between nonlinear site response and peak ground-motion parameters. The nonlinearity is present on soft rock sites as well as on sediment sites.
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OKUYAMA, Takeshi, Kazuki HATAKEYAMA, and Mami TANAKA. "Frequency Response of Polymer Sensor for Measuring Finger Scratching Motion." Journal of the Japan Society of Applied Electromagnetics and Mechanics 23, no. 3 (2015): 618–23. http://dx.doi.org/10.14243/jsaem.23.618.

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Yuliastuti, Yuliastuti, Heri Syaeful, Arifan J. Syahbana, Euis E. Alhakim, and Tagor M. Sembiring. "ONE DIMENSIONAL SEISMIC RESPONSE ANALYSIS AT THE NON-COMMERCIAL NUCLEAR REACTOR SITE, SERPONG - INDONESIA." Rudarsko-geološko-naftni zbornik 36, no. 2 (2021): 1–10. http://dx.doi.org/10.17794/rgn.2021.2.1.

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One dimensional seismic response analysis on the ground surface of the Non-Commercial Power Reactor (RDNK) site based on the mean uniform hazard spectrum (UHS) and disaggregation analysis has been conducted. The study’s objective was to perform an analysis on site-specific response spectra on the ground surface based on existing mean UHS and disaggregation data of the site that correspond to a 1,000 and 10,000 year return period of earthquakes in compliance with the national nuclear regulatory body requirements of Indonesia. Detailed site characterization was defined based on secondary data of a geotechnical drill-hole, seismic cross-hole, downhole data, and microtremor array data. The dynamic site characteristic analysis was presented along with strong motion selection and processing using two types of strong motion datasets. An investigation of strong motion selection, spectral matching, and scaling has been presented as an essential step in ground motion processing. One-dimensional equivalent linear analysis simulation was performed by computing the processed ground motions. A seismic design spectrum and ground surface response spectra from the two datasets of strong motion, both corresponding to a 10,000 and 1,000 year return period, are presented at the end of this study. This study has shown that in order to establish the appropriate seismic response design spectrum, site-specific data and seismic hazard analysis must be immensely considered.
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Dissertations / Theses on the topic "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.

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Ohnishi, 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.

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Piolatto, 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.

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Jeong, Seokho. "Topographic amplification of seismic motion including nonlinear response." Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/50325.

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Topography effects, the modification of seismic motion by topographic features, have been long recognized to play a key role in elevating seismic risk. Site response, the modification of ground motion by near surface soft soils, has been also shown to strongly affect the amplitude, frequency and duration of seismic motion. Both topography effects and 1-D site response have been extensively studied through field observations, small-scale and field experiments, analytical models and numerical simulations, but each one has been studied independently of the other: studies on topography effects are based on the assumption of a homogeneous elastic halfspace, while 1-D site response studies are almost exclusively formulated for flat earth surface conditions. This thesis investigates the interaction between topographic and soil amplification, focusing on strong ground motions that frequently trigger nonlinear soil response. Recently, a series of centrifuge experiments tested the seismic response of single slopes of various inclination angles at the NEES@UCDavis facility, to investigate the effects of nonlinear soil response on topographic amplification. As part of this collaborative effort, we extended the search space of these experiments using finite element simulations. We first used simulations to determine whether the centrifuge experimental results were representative of free-field conditions. We specifically investigated whether wave reflections caused by the laminar box interfered with mode conversion and wave scattering that govern topographic amplification; and whether this interference was significant enough to qualitatively alter the observed amplification compared to free-field conditions. We found that the laminar box boundaries caused spurious reflections that affected the response near the boundaries; however its effect to the crest-to-free field spectral ratio was found to be insignificant. Most importantly though, we found that the baseplate was instrumental in trapping and amplifying waves scattered and diffracted by the slope, and that in absence of those reflections, topographic amplification would have been negligible. We then used box- and baseplate-free numerical models to study the coupling between topography effects and soil amplification in free-field conditions. Our results showed that the complex wavefield that characterizes the response of topographic features with non-homogeneous soil cannot be predicted by the superposition of topography effects and site response, as is the widespread assumption of engineering and seismological models. We also found that the coupling of soil and topographic amplification occurs both for weak and strong motions, and for pressure-dependent media (Nevada sand), nonlinear soil response further aggravates topographic amplification; we attributed this phenomenon to the reduction of apparent velocity that the low velocity layers suffer during strong ground motion, which intensifies the impedance contrast and accentuates the energy trapping and reverberations in the low strength surficial layers. We finally highlighted the catalytic effects that soil stratigraphy can have in topographic amplification through a case study from the 2010 Haiti Earthquake. Results presented in this thesis imply that topography effects vary significantly with soil stratigraphy, and the two phenomena should be accounted for as a coupled process in seismic code provisions and seismological ground motion predictive models.
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Piolatto, Alex Joseph. "Structural Response Including Vertical Component of Ground Motion." OpenSIUC, 2009. https://opensiuc.lib.siu.edu/theses/112.

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Evidence indicates that the vertical component of ground motion is more significant than previously thought, especially for near fault events. However, many design codes do not reflect the importance of the vertical component of ground motion. Therefore, the purpose of this thesis is to determine what effects the vertical component of ground motion has on a structure by way of comparison. Specifically, structural response due to the lateral components of ground acceleration is compared to structural response due to all three components of ground acceleration. Structural response includes the following parameters: story drift; axial force; shear; torsion; and bending moment. Variables are fundamental period of vibration, ground motion record, and presence of cross-bracing. Through nonlinear dynamic time history analysis, it is shown that the vertical component of ground motion greatly affects axial force response for these short-period frames. However, the story drift is unaffected for the short, medium, and long-period frames. Other parameters show varying degrees of dependence or independence in relation to the vertical component of ground motion.
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Cornforth, 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.

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Chase, 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.

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Regions 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.

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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/.

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Structures exhibit coupled torsional and translational responses to earthquake ground motion input if their centres of floor mass and their centres of resistance do not coincide. However, torsional motions may occur even in nominally symmetric structures due to accidental eccentricity and torsional ground motions. The sources giving rise to accidental eccentricity include the difference between the assumed and actual distributions of mass and stiffness, asymmetric yielding strength, non-linear patterns of force-deformation relationships, and differences in coupling of the structural foundation with the supporting soil. Symmetric and regular buildings that are properly designed have a much higher ability to survive a strong earthquake event than asymmetric buildings and their response to earthquake loading is far more straightforward to predict and design for. On the other hand, even though the response of asymmetric buildings is more unpredictable, designers still have to compromise structural regularity to accommodate functional and aesthetic needs. As a result, serious and widespread damage associated with structural asymmetry has been observed repeatedly in past major earthquakes. In the first studies examining torsional effects in buildings, attention was focused on the elastic structural behaviour of single-storey buildings and the main purpose was to achieve a complete understanding of the effects of mass and stiffness eccentricities and to evaluate them by simple static models. However, as the response of real structures is mainly inelastic, these studies gave poor information on torsional behaviour and interest has moved towards non-linear response studies. In an effort to clarify some of the issues influencing the inelastic torsional response of multistorey asymmetric structures, this thesis presents a series of coherent parametric investigations. These investigations include comparing the response of various reference models to the performance of code-designed torsionally unbalanced structures. An extensive parametric investigation of torsionally responding structures designed as stipulated by a selection of major earthquake building codes is presented and the adequacy of the static torsional provisions is assessed for a wide range of structural configurations and parameters. Detailed investigations of torsionally asymmetric structures incorporating frame elements oriented along both orthogonal axes of the structure are also conducted and the effect of including the second earthquake component to simultaneously excite the structural models is quantified. The relative merits and deficiencies of each code provision are discussed and a new proposed optimised method is tested. All fundamental conclusions from the investigations conducted are presented and various topics for further research are proposed, which are considered to be both necessary and pertinent for increasing and refining the knowledge and understanding the complex behaviour of multistorey torsionally asymmetric buildings.
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Misovec, Kathleen. "The effect of flight simulator motion on modelled vestibular response." Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/83660.

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Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Aeronautics and Astronautics, 1986.
Microfiche copy available in Archives and Barker.
Bibliography: leaves [133]-[134].
by Kathleen M. Misovec.
M.S.
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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.

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This thesis treats the motion of a small vessel described in six degrees of freedom. There are three are translation equations of motion and the other three are equations of angular motion. The aim is to develop a model with a sound mathematical base and use experimentation to find forces to aid the completion of the model, with the intention of use in an auto pilot, by the following means: 1) By solving the equations of motion for large movements, with given sea and wind conditions and also with given control forces and moments. 2) Deduce the forces and moments being applied from the sea etc., from the motion of the vessel. Thus to enable the auto pilot to deduce the required additional forces and the forces and moments applied by the water and wind and the control devices, such as the propeller and rudder. These two aims are achieved by analysing the transformation of axes using the standard Euler equations. However, as Euler's angles are ordered and therefore cannot cope with large angles which are present in the motion of a small vessel, another set of angles relating to axes and planes have been deduced. These are then rotated and the set of three measured angles are found in terms of the Euler angles. This is the main pan of original work in the thesis. The rest of the thesis is then based upon these set of measured angles and a general case mathematical model is deduced using them. This is proceeded by a functional analysis of the vessel's motion, environment and control action's. After that the general case model is theoretically validated by analysing the work done by ARJM Lloyd and showing how his work is a specific case of the general case. Experimental work performed on a small vessel is then used in the building of a mathematical model for the specific case of a small vessel, using a set of measured angles.
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Books on the topic "Motion response"

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A, Wetzel Paul, Askins Timothy M, Armstrong Laboratory (U.S.), and Hughes Training, Inc. Training Operations., eds. Smooth eye movement response to complex motion sequences. Brooks Air Force Base, Tex: Air Force Materiel Command, Armstrong Laboratory, 1996.

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Flach, Sabine, Jan Söffner, and Daniel Margulies. Habitus in habitat I: Emotion and motion. Bern [Switzerland]: Peter Lang, 2010.

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Shocking entertainment: Viewer response to violent movies. Luton, Bedfordshire, U.K: University of Luton Press, 1997.

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Laboratory, Fritz Engineering, and United States. Federal Highway Administration., eds. Weigh-in-motion and response study of four inservice bridges. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, 1987.

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George C. Marshall Space Flight Center., ed. Component response to random vibratory motion of the carrier vehicle. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, George C. Marshall Space Flight Center, 1987.

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Laboratory, Fritz Engineering, and United States. Federal Highway Administration., eds. Weigh-in-motion and response study of four inservice bridges. McLean, VA (6300 Georgetown Pike, McLean 22101-2296): U.S. Dept. of Transportation, Federal Highway Administration, 1987.

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Andover, Massachusetts School of Law at. Plaintiff's response to defendant American Bar Association's motion for summary judgement. [Andover, Mass: Massachusetts School of Law at Andover, 1995.

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Christopher, Rojahn, ed. Guidelines for using strong-motion data and ShakeMaps in postearthquake response. [Redwood City, Calif.]: Applied Technology Council, 2005.

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Reid, L. D. Response of airline pilots to variations in flight simulator motion algorithms. [S.l.]: [s.n.], 1988.

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1950-, Neal Vernon Edwin, ed. Reviewing the movies: A Christian response to contemporary film. Wheaton, Ill: Crossway Books, 2000.

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Book chapters on the topic "Motion response"

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Weik, Martin H. "motion response degradation." In Computer Science and Communications Dictionary, 1047. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_11829.

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Yoshida, Nozomu. "Equation of Motion." In Seismic Ground Response Analysis, 205–13. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9460-2_9.

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Erdik, Mustafa. "Site Response Analysis." In Strong Ground Motion Seismology, 479–534. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-017-3095-2_17.

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Yoshida, Nozomu. "Equation of Motion: Spatial Modeling." In Seismic Ground Response Analysis, 215–40. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9460-2_10.

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Gruler, Hans. "Chemokinesis, Chemotaxis and Galvanotaxis Dose-Response Curves and Signal Chains." In Biological Motion, 396–414. Berlin, Heidelberg: Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-51664-1_28.

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Yoshida, Nozomu. "Evaluation of Accuracy and Earthquake Motion Indices." In Seismic Ground Response Analysis, 295–306. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9460-2_13.

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Bortignon, P. F., and R. A. Broglia. "Relaxation of Nuclear Motion." In The Response of Nuclei under Extreme Conditions, 115–35. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4613-0895-9_5.

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Mohraz, Bijan, and Fahim Sadek. "Earthquake Ground Motion and Response Spectra." In The Seismic Design Handbook, 47–124. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1693-4_2.

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Cacciola, Pierfrancesco, and Laura D’Amico. "Response-Spectrum-Compatible Ground Motion Processes." In Encyclopedia of Earthquake Engineering, 1–27. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-36197-5_325-1.

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Cacciola, Pierfrancesco, and Laura D’Amico. "Response-Spectrum-Compatible Ground Motion Processes." In Encyclopedia of Earthquake Engineering, 2250–71. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_325.

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Conference papers on the topic "Motion response"

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Kloven, Anders, and Shan Huang. "Motion Response of a Rotating Cylinder in Currents." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79611.

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Model tests were carried in a towing tank to examine the motion response of a rotating cylinder in currents. The cylinder model diameter is 0.10 m and its length 1 m. It is supported on a vertical cantilever rod and a DC motor is used to rotate the cylinder. The reduced velocity is in the range from 3 to 9 and the ratio between current velocity and cylinder surface velocity is between 0.5 and infinity. Both VIV and orbiting motions were observed and some measured motion results are presented and discussed in the paper.
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Huang, Xuelin, Xiao Song, Guanghong Gong, Dongming Chen, and Jiajia Li. "Response-based interactive motion generation." In EM). IEEE, 2010. http://dx.doi.org/10.1109/ieem.2010.5674280.

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Yang, J., and X. R. Yan. "Site Response to Vertical Earthquake Motion." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)23.

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Zordan, Victor Brian, Anna Majkowska, Bill Chiu, and Matthew Fast. "Dynamic response for motion capture animation." In ACM SIGGRAPH 2005 Papers. New York, New York, USA: ACM Press, 2005. http://dx.doi.org/10.1145/1186822.1073249.

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Mallios, Jason, Neil Mehta, Chipalo Street, and Odest Chadwicke Jenkins. "Modular dynamic response from motion databases." In ACM SIGGRAPH 2005 Posters. New York, New York, USA: ACM Press, 2005. http://dx.doi.org/10.1145/1186954.1187079.

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Fukushima, Shinya, Hiroyoshi Yamada, Hirokazu Kobayashi, and Yoshio Yamaguchi. "Human motion estimation using range-Doppler response." In 2014 IEEE International Workshop on Electromagnetics; Applications and Student Innovation (iWEM). IEEE, 2014. http://dx.doi.org/10.1109/iwem.2014.6963708.

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Kamai, Ronnie, and Gilboa Pe’er. "Site Response of the Vertical Ground-Motion." In Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481462.059.

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Kontoe, S., A. Christopoulos, and R. May. "SITE RESPONSE ANALYSIS FOR VERTICAL GROUND MOTION." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4699.c1285.

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Ahad, Rosnee, K. A. A. Rahman, N. Fuad, M. K. I. Ahmad, and Mohamad Zaid Mustaffa. "Body Motion Control via Brain Signal Response." In 2018 IEEE-EMBS Conference on Biomedical Engineering and Sciences (IECBES). IEEE, 2018. http://dx.doi.org/10.1109/iecbes.2018.8626738.

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"Demand response in smart grid." In 2016 IEEE International Power Electronics and Motion Control Conference (PEMC). IEEE, 2016. http://dx.doi.org/10.1109/epepemc.2016.7752136.

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Reports on the topic "Motion response"

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Manning, P. A., T. G. Woehrle, and R. B. Burdick. Barnwell ground motion and structural response measurements. Office of Scientific and Technical Information (OSTI), February 1990. http://dx.doi.org/10.2172/7196006.

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Ebeling, Robert M., Russell A. Green, and Samuel E. French. Accuracy of Response of Single-Degree-of-Freedom Systems to Ground Motion. Fort Belvoir, VA: Defense Technical Information Center, December 1997. http://dx.doi.org/10.21236/ada336674.

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McCallen, D., and S. Larsen. Nevada - A Simulation Environment for Regional Estimation of Ground Motion and Structural Response. Office of Scientific and Technical Information (OSTI), March 2003. http://dx.doi.org/10.2172/15004876.

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Archuleta, R., F. Bonilla, M. Doroudian, A. Elgamal, and F. Hueze. Strong Earthquake Motion Estimates for the UCSB Campus, and Related Response of the Engineering 1 Building. Office of Scientific and Technical Information (OSTI), June 2000. http://dx.doi.org/10.2172/791973.

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Hutchings, L., and L. Furrey. Analysis of Site Response at U1A Hole at the Nevada Test Site From Weak Motion Readings. Office of Scientific and Technical Information (OSTI), May 2002. http://dx.doi.org/10.2172/15002159.

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Kennedy, R. P., R. H. Kincaid, and S. A. Short. Engineering characterization of ground motion. Task II. Effects of ground motion characteristics on structural response considering localized structural nonlinearities and soil-structure interaction effects. Volume 2. Office of Scientific and Technical Information (OSTI), March 1985. http://dx.doi.org/10.2172/5817815.

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Mazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch, and Gregory Deierlein. Probabilistic Seismic Hazard Analysis and Selecting and Scaling of Ground-Motion Records (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/zjdn7385.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that measure and assess the effectiveness of seismic retrofit to reduce the risk of damage and associated losses (repair costs) of wood-frame houses with cripple wall and sill anchorage deficiencies as well as retrofitted conditions that address those deficiencies. Tasks that support and inform the loss-modeling effort are: (1) collecting and summarizing existing information and results of previous research on the performance of wood-frame houses; (2) identifying construction features to characterize alternative variants of wood-frame houses; (3) characterizing earthquake hazard and ground motions at representative sites in California; (4) developing cyclic loading protocols and conducting laboratory tests of cripple wall panels, wood-frame wall subassemblies, and sill anchorages to measure and document their response (strength and stiffness) under cyclic loading; and (5) the computer modeling, simulations, and the development of loss models as informed by a workshop with claims adjustors. This report is a product of Working Group 3 (WG3), Task 3.1: Selecting and Scaling Ground-motion records. The objective of Task 3.1 is to provide suites of ground motions to be used by other working groups (WGs), especially Working Group 5: Analytical Modeling (WG5) for Simulation Studies. The ground motions used in the numerical simulations are intended to represent seismic hazard at the building site. The seismic hazard is dependent on the location of the site relative to seismic sources, the characteristics of the seismic sources in the region and the local soil conditions at the site. To achieve a proper representation of hazard across the State of California, ten sites were selected, and a site-specific probabilistic seismic hazard analysis (PSHA) was performed at each of these sites for both a soft soil (Vs30 = 270 m/sec) and a stiff soil (Vs30=760 m/sec). The PSHA used the UCERF3 seismic source model, which represents the latest seismic source model adopted by the USGS [2013] and NGA-West2 ground-motion models. The PSHA was carried out for structural periods ranging from 0.01 to 10 sec. At each site and soil class, the results from the PSHA—hazard curves, hazard deaggregation, and uniform-hazard spectra (UHS)—were extracted for a series of ten return periods, prescribed by WG5 and WG6, ranging from 15.5–2500 years. For each case (site, soil class, and return period), the UHS was used as the target spectrum for selection and modification of a suite of ground motions. Additionally, another set of target spectra based on “Conditional Spectra” (CS), which are more realistic than UHS, was developed [Baker and Lee 2018]. The Conditional Spectra are defined by the median (Conditional Mean Spectrum) and a period-dependent variance. A suite of at least 40 record pairs (horizontal) were selected and modified for each return period and target-spectrum type. Thus, for each ground-motion suite, 40 or more record pairs were selected using the deaggregation of the hazard, resulting in more than 200 record pairs per target-spectrum type at each site. The suites contained more than 40 records in case some were rejected by the modelers due to secondary characteristics; however, none were rejected, and the complete set was used. For the case of UHS as the target spectrum, the selected motions were modified (scaled) such that the average of the median spectrum (RotD50) [Boore 2010] of the ground-motion pairs follow the target spectrum closely within the period range of interest to the analysts. In communications with WG5 researchers, for ground-motion (time histories, or time series) selection and modification, a period range between 0.01–2.0 sec was selected for this specific application for the project. The duration metrics and pulse characteristics of the records were also used in the final selection of ground motions. The damping ratio for the PSHA and ground-motion target spectra was set to 5%, which is standard practice in engineering applications. For the cases where the CS was used as the target spectrum, the ground-motion suites were selected and scaled using a modified version of the conditional spectrum ground-motion selection tool (CS-GMS tool) developed by Baker and Lee [2018]. This tool selects and scales a suite of ground motions to meet both the median and the user-defined variability. This variability is defined by the relationship developed by Baker and Jayaram [2008]. The computation of CS requires a structural period for the conditional model. In collaboration with WG5 researchers, a conditioning period of 0.25 sec was selected as a representative of the fundamental mode of vibration of the buildings of interest in this study. Working Group 5 carried out a sensitivity analysis of using other conditioning periods, and the results and discussion of selection of conditioning period are reported in Section 4 of the WG5 PEER report entitled Technical Background Report for Structural Analysis and Performance Assessment. The WG3.1 report presents a summary of the selected sites, the seismic-source characterization model, and the ground-motion characterization model used in the PSHA, followed by selection and modification of suites of ground motions. The Record Sequence Number (RSN) and the associated scale factors are tabulated in the Appendices of this report, and the actual time-series files can be downloaded from the PEER Ground-motion database Portal (https://ngawest2.berkeley.edu/)(link is external).
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M. Gross. Sampling of Stochastic Input Parameters for Rockfall Calculations and for Structural Response Calculations Under Vibratory Ground Motion. Office of Scientific and Technical Information (OSTI), September 2004. http://dx.doi.org/10.2172/838659.

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Wei, X., J. Braverman, M. Miranda, M. E. Rosario, and C. J. Costantino. Depth-dependent Vertical-to-Horizontal (V/H) Ratios of Free-Field Ground Motion Response Spectra for Deeply Embedded Nuclear Structures. Office of Scientific and Technical Information (OSTI), February 2015. http://dx.doi.org/10.2172/1176998.

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Bezler, P., Y. Wang, and M. Reich. Response margins investigation of piping dynamic analyses using the independent support motion method and PVRC (Pressure Vessel Research Committee) damping. Office of Scientific and Technical Information (OSTI), March 1988. http://dx.doi.org/10.2172/7083039.

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