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Готові списки джерел за темами / Storey drif / Дисертації

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Дисертації з теми "Storey drif"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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1

Arcidiacono, Fabio, and Rico Franssen. "Balancing enablers and constraints within organisational routines : A case-study of in-store goods flow at two IKEA stores in Europe." Thesis, Linköpings universitet, Företagsekonomi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-130710.

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Considering the importance of routine execution within firm replication, exploring the balance between organisational routine development in terms of variations and routine constraints of this variation, with the goal of allowing for improvements without deviating too far from the original routine that makes it a success. Aim: Shed light onto how routine variations are managed in the face of the two extremes; no routine development at all and too much routine development. Methodology: This qualitative case study was conducted within two IKEA stores, the iconic furniture retailer from Älmhult,

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2

Pushkarev, Andrey. "Self-organization of isotopic and drift-ware turbulence." Thesis, Ecully, Ecole centrale de Lyon, 2013. http://www.theses.fr/2013ECDL0057/document.

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Pas de résumé<br>In order to give a general statistical description of turbulence, one tries to identify universal statistical features, common to a wider class of turbulent flows. In 1988, Kraichnan and Panda discovered one such possibly universal feature, namely, the fact that Navier-Stokes turbulence tends to reduce the strength of the nonlinearity in its governing equations. In the flrst part of the manuscript we consider the strength of the nonlinear term and, more precisely, of its fluctuations in isotropic turbulence. In order to measure this strength, we compare to the case of a flow f

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3

Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.

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4

Kong, Hye-Eun. "Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/94024.

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During an earthquake, columns in a one-story building must support vertical gravity loads while undergoing large lateral drifts associated with deflections of the vertical seismic force resisting system and deflections of the flexible roof diaphragm. Analyzing the behavior of these gravity columns is complex since not only is there an interaction between compression and bending, but also the boundary conditions are not perfectly pinned or fixed. In this research, the behavior of steel columns that are square hollow structural sections (HSS) is investigated for stability using three design me

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5

Bedington, Michael. "Drift modelling of marine mammal carcases in coastal waters." Thesis, University of the Highlands and Islands, 2015. https://pure.uhi.ac.uk/portal/en/studentthesis/drift-modelling-of-marine-mammal-carcases-in-coastal-waters(c1165a29-6c4c-4b6f-b079-e39d4ff164e5).html.

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A floating object's drift is governed by its buoyancy, shape, and the wind, waves and currents it experiences. Here, I develop a drift modelling framework for marine mammal carcases in coastal waters. The resulting models were run forwards and backwards in time to provide insights into strategies for environmental monitoring under two scenarios. The first explored the beach search options for carcases resulting from potentially fatal collisions between tidal-stream turbines and marine mammals. The second applied the reverse problem for known-location mass strandings to highlight potential at-s

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6

Waller, Alastair James. "The Effect of Mass Irregularities on the Response of Inter-Storey Drift and Floor Accelerations for Isolated and Un-Isolated Structures." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/6114.

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The use of base isolation to help mitigate and reduce the effects of earthquake excitations has become common place on many important structures. There is also a larger amount of heavier machinery and equipment being stored in some of these important structures; this means that there is a possibility that there are mass irregularities with in a structure. While the response of structures that have been base isolated has been studied they are typically design with floors having a uniform mass. This thesis investigates how mass irregularities affect the response of the floor accelerations and i

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7

Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29689/1/Jigme_Dorji_Thesis.pdf.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on

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8

Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Queensland University of Technology, 2009. http://eprints.qut.edu.au/29689/.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on

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9

Hareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16537/1/Rahila_Hareer_Thesis.pdf.

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Facades are popular in modern buildings and are made of different materials such as pre-cast concrete, glass, aluminium, granite or marble and steel. During recent times seismic activity in densely populated areas has resulted in damage and a consequent loss of life. There were many types of building failure, including failure of building facade systems. Facade systems are highly vulnerable and fail more frequently than the buildings themselves with significant devastating effects. During an earthquake building frames suffer large interstorey drifts, causing racking of the building facade syst

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10

Hareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16537/.

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Анотація:

Facades are popular in modern buildings and are made of different materials such as pre-cast concrete, glass, aluminium, granite or marble and steel. During recent times seismic activity in densely populated areas has resulted in damage and a consequent loss of life. There were many types of building failure, including failure of building facade systems. Facade systems are highly vulnerable and fail more frequently than the buildings themselves with significant devastating effects. During an earthquake building frames suffer large interstorey drifts, causing racking of the building facade syst

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11

Erdogan, Burcu. "Simple Models For Drift Estimates In Framed Structures During Near-field Earthquakes." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/3/12608699/index.pdf.

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Maximum interstory drift and the distribution of this drift along the height of the structure are the main causes of structural and nonstructural damage in frame type buildings subjected to earthquake ground motions. Estimation of maximum interstory drift ratio is a good measure of the local response of buildings. Recent earthquakes have revealed the susceptibility of the existing building stock to near-fault ground motions characterized by a large, long-duration velocity pulse. In order to find rational solutions for the destructive effects of near fault ground motions, it is necessary to det

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12

Lalli, R. "ESPERIMENTI DI ETHER-DRIFT NEL XX SECOLO - CASI STORICI A CONFRONTO: EFFETTO SAGNAC (FRANCIA, 1913) ED ESPERIMENTI DI MILLER (USA, 1921-26)." Doctoral thesis, Università degli Studi di Milano, 2011. http://hdl.handle.net/2434/155761.

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One of the most studied topics of the history of Modern Physics is the transition between the 19th century newtonian world-view and the 20th century physics based on the development of relativity theories and quantum mechanics. After Kuhn’s definition of “scientific revolution” and “normal science”, several scholars considered the creation, development and reception of special and general relativity theories a scientific revolution. In particular, this thesis refer to Renn’s writings, which defined “relativity revolution” the process that led to ‘the introduction of fundamentally new concepts

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13

Craft, Jennifer Lorraine. "Reducing Drifts in Buckling Restrained Braced FramesThrough Elastic Stories." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4430.

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It is possible to reduce residual and maximum drifts in buildings by adding “elastic stories” that engage gravity columns in seismic response. An elastic story is a story wherein the buckling restrained brace frame (BRBF) size is increased to prevent yielding when an earthquake occurs. Buildings ranging from 4–16 stories were designed with various elastic story brace sizes and locations to determine the optimal combination to best reduce drifts. Gravity column stiffnesses were also varied in elastic story buildings to determine the effects on drifts. Computer models were used to analyze these

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14

Bruciaferri, Diego. "Study of a wind-wave numerical model and its integration with ocean and oil-spill numerical models." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/6757/.

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The ability to represent the transport and fate of an oil slick at the sea surface is a formidable task. By using an accurate numerical representation of oil evolution and movement in seawater, the possibility to asses and reduce the oil-spill pollution risk can be greatly improved. The blowing of the wind on the sea surface generates ocean waves, which give rise to transport of pollutants by wave-induced velocities that are known as Stokes’ Drift velocities. The Stokes’ Drift transport associated to a random gravity wave field is a function of the wave Energy Spectra that statistically fully

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15

Quezada, Ramos Eder Nel, Arone Yaneth Serrano, and Guillermo Huaco. "A comparative study of the seismic base shear force and story drift ratios using Time History and Modal Spectrum Analysis according to Peru Code E.030 and ASCE 7.16 on high-rise buildings." Institute of Electrical and Electronics Engineers Inc, 2020. http://hdl.handle.net/10757/656418.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>Since the last decade there is an important increase of high-rise buildings in Peru, especially in urban areas. Therefore, it is necessary to assess if the Peruvian Seismic Code is applicable for this type of buildings which have long natural periods as their main characteristic. The main objective of this article is to compare the results of the base shear and story drift ratios of Peruvian seismic design code E.030 with those of the ASCE 7-16

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16

Sinha, Nityanand. "Towards RANS Parameterization of Vertical Mixing by Langmuir Turbulence in Shallow Coastal Shelves." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4945.

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Langmuir turbulence in the upper ocean is generated by the interaction between the wind-driven shear current and the Stokes drift velocity induced by surface gravity waves. In homogenous (neutrally stratified) shallow water, the largest scales of Langmuir turbulence are characterized by full-depth Langmuir circulation (LC). LC consists of parallel counter-rotating vortices aligned roughly in the direction of the wind. In shallow coastal shelves, LC has been observed engulfing the entire water column, interacting with the boundary layer and serving as an important mechanism for sediment re-susp

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17

van, den Bremer T. S. "The induced mean flow of surface, internal and interfacial gravity wave groups." Thesis, University of Oxford, 2014. http://ora.ox.ac.uk/objects/uuid:e735afe7-a77d-455d-a560-e869a9941f69.

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Although the leading-order motion of waves is periodic - in other words backwards and forwards - many types of waves including those driven by gravity induce a mean flow as a higher-order effect. It is the induced mean flow of three types of gravity waves that this thesis examines: surface (part I), internal (part II) and interfacial gravity waves (part III). In particular, this thesis examines wave groups. Because they transport energy, momentum and other tracers, wave-induced mean flows have important consequences for climate, environment, air traffic, fisheries, offshore oil and other indus

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18

Kupčíková, Laura. "Částice plovoucí na volné hladině vln." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2021. http://www.nusl.cz/ntk/nusl-444637.

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This master’s thesis deals with analytical and numerical description of surface gravity waves. Wave theories and their influence on water particle movement is described in the theoretical part of the thesis. Water particle moves in the same direction as wave propagation and this phenomenon is called Stokes drift. It has a significant influence on sediment transport and floating particle movement at water free surface. The experimental part consists of wave profile monitoring and water particle tracking in a wave flume with wave generator and beach model. The experimental results are compared w

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19

Akan, Cigdem. "Surface Mass Transfer in Large Eddy Simulation (LES) of Langmuir Turbulence." Scholar Commons, 2012. http://scholarcommons.usf.edu/etd/3944.

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Over the past century the study of gas exchange rates between the atmosphere and the ocean has received increased attention because of concern about the fate of greenhouse gases such as CO2 released into the atmosphere. Of interest is the oceanic uptake of CO2 in shallow water coastal regions as biological productivity in these regions is on average about three times larger than in the open ocean. It is well-known that in the absence of breaking surface waves, the water side turbulence controls gas transfer of sparingly soluble gases such as CO2 from the air to the water. The dependence of ga

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20

Tuken, Ahmet. "Quantifying Seismic Design Criteria For Concrete Buildings." Phd thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/12604907/index.pdf.

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The amount of total and relative sway of a framed or a composite (frame-shear wall) building is of utmost importance in assessing the seismic resistance of the building. Therefore, the design engineer must calculate the sway profile of the building several times during the design process. However, it is not a simple task to calculate the sway of a three-dimensional structure. Of course, computer programs can do the job, but developing the three-dimensional model becomes necessary, which is obviously tedious and time consuming. An easy to apply analytical method is developed, which enables th

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21

Blebo, Felix C. "Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns." University of Akron / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820.

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22

Szekely, Tanguy. "Dynamique et variabilité du front d'Ouessant, approche observationnelle." Thesis, Brest, 2012. http://www.theses.fr/2012BRES0107.

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La compréhension de la dynamique et la variabilité des courants en mer d’Iroise est en enjeu majeur pour l’exploitation du rail maritime d’Ouessant. Celle-ci passe par une analyse du développement du front saisonnier d’Ouessant, qui sépare les eaux homogènes situées le long de la côte des eaux stratifiées au large. Cette thèse se base sur les nombreuses mesures récoltées pendant les campagnes FROMVAR successives et porte particulièrement sur l’étude de la dynamique et de la variabilité de front de température. Tout d’abord, une partie des mesures de température et de salinité réalisées pendant

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23

I, Ou Yang, and 歐陽毅. "Estimation of story drift demand for Seismic Performance Evaluation." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/08539354627644836267.

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碩士<br>中原大學<br>土木工程研究所<br>89<br>ABSTRACT According to the tentative guideline for performance-based seismic design in Blue Book provided by SEAOC, the designer is required to check the story drift ratio in order to assure the behavior of the building remaining in the desired levels of seismic performance corresponding to different specified levels of earthquake. This thesis used the improved capacity spectrum method to estimate the average drift index（ADI）, the maximum story drift index（(SDI)max）, and furthermore concluded the ratio of (SDI)max to ADI, the value of COD. Ba

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24

Yang, Bin-Yu, and 楊濱毓. "Building System Identification From Seismic Records--Estimation of Storey Drift ,Base Shear and Overturning Moment." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/30299848155415048281.

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25

Yang, Bihn-yuh, and 楊濱毓. "Building System Identification From Seismic Records--Estimation of Storey Drift ,Base Shear and Overturning Moment." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/39747313622856380563.

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碩士<br>國立臺灣大學<br>土木工程學系<br>85<br>Earthquake-resisting design is almost most important in design for building structures.At present,although the technique of building structures is progressive ,unsureness of earthquake often makes static and dynamic propertyof real structures different with outset,and the difference may has influenceon safety of structures.System identification may improve this situation.It canhelp us to analyze the dynamic property of real structures,and estimate the reliabi

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26

Chang, Hung-Teng, and 張紘騰. "Development of a Smart Surveillance Camera with Gyroscopes for Measuring Inter-Story Drift Displacement." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/gjxk7r.

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碩士<br>國立臺灣科技大學<br>電子工程系<br>107<br>For the past few years, structure health monitoring has been gradually emphasized. After an earthquake, the most important thing is diagnosing the structure of a building immediately. Thus, there has been a dramatic proliferation of research concerned with measuring the story-drift by vision-based measurement. As a disaster prevention technique, vision-based displacement measurement systems, which measuring displacement from videos or images, have been widely used in story-drift measurement. It could not measure the story-drift very accurately if we do not con

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27

Mandis, Steven George. "What Happened to Goldman Sachs: An Insider's Story of Organizational Drift and its Unintended Consequences." Thesis, 2014. https://doi.org/10.7916/D88S4MVM.

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This is the story of the slow evolution of Goldman Sachs - addressing why and how the firm changed from an ethical standard to a legal one as it grew to be a leading global corporation. In What Happened to Goldman Sachs, Steven G. Mandis uncovers the forces behind what he calls Goldman's "organizational drift." Drawing from his firsthand experience; sociological research; analysis of SEC, congressional, and other filings; and a wide array of interviews with former clients, detractors, and current and former partners, Mandis uncovers the pressures that forced Goldman to slowly drift away form t

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28

Chen, Wei-Cheng, and 陳韋丞. "The relationship between the story drift ratio and the plastic hinge rotation of ductile frames." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/54481156862416907055.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>90<br>In general, story drift ratios can be easily obtained during structure analysis. And a story drift ratio is usually used to approximate the rotating angle of the corresponding plastic hinge. Such approximation, however, is not always true except that the two ends of a story beam yield at the same time. Therefore, how the ratio and the rotating angle relate is concerned in this research. First, the slope-deflection method is used to derive the relationship between these two quantities measured in the analysis of a one story and one bay frame. Then the relations

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29

Liu, Chao-Lun, and 劉兆倫. "Measuring story drift using a single smart camera accommodating self-rotation and light-influenced image degradation." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/x73k58.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>107<br>In this study, the smart single-monitor system is composed by attaching single board computer to normal indoor single-monitor. The smart single-monitor system is used to measure the relative displacement between the building layers by means of image measurement, the parameter between pixel coordinates and real coordinates are obtained by the neural network training correction method. The test shows that the measurement results of this method overestimate the results of the LVDT between 1.2 times and 2 times. After adjusting the data, the results become accept

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30

Kuo, Xiang-Ju, and 郭相如. "Measuring story drift by fusing data of acceleration and a smart camera with accommodating self-rotation." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/cs4rtu.

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31

Le, Grange Marcell. "Die toepassing van Field se drietoneelstruktuur op drie dokumentêre rolprente van Michael Moore / Marcell le Grange." Thesis, 2014. http://hdl.handle.net/10394/11740.

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Internationally, there is concern among judges and organisers of documentary film festivals pertaining to the lack of a proper storyline in documentary films. According to certain documentary film producers and theoreticians, however, there is a solution. They are of the opinion that the three-act structure that was originally applicable to fiction films can also be applied to documentary films. The three-act paradigm serves as a guideline for the writing of successful fiction film screenplays. Should the three-act structure be applied to documentary films, the three-act paradigm could possibl

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32

Hossain, Md Akhtar. "Modelling of semi interlocking masonry based on observed behaviour." Thesis, 2019. http://hdl.handle.net/1959.13/1410373.

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Research Doctorate - Doctor of Philosophy (PhD)<br>The Semi Interlocking Masonry (SIM) system is presently being developed in the Centre for Infrastructure Performance and Reliability at The University of Newcastle, Australia. In seismic areas, SIM can be used in the form of framed mortarless engineered panels, which have significant energy dissipation capacity due to the sliding friction between units induced during an earthquake. The mortarless joints of SIM could be dry or could have some non-adhesive joint filler for improving SIM’s water resistance and thermal insulation. The main topic o

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33

Shahtaheri, Yasaman. "A Risk Based Approach to Module Tolerance Specification." Thesis, 2014. http://hdl.handle.net/10012/8346.

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This research investigates tolerance strategies for modular systems on a project specific basis. The objective of the proposed research is to form a guideline for optimizing the construction costs/risks with the aim of developing an optimal design of resilient modular systems. The procedures for achieving the research objective included: (a) development of 3D structural analysis models of the modules, (b) strength/stability investigation of the structure, (c) developing the fabrication cost function, (e) checking elastic and inelastic distortion, and (f) constructing the site-fit risk function

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