Relevant bibliographies by topics / Displacemet

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Displacemet'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Displacemet.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Displacemet"

1

Guo, Qiang, Rui Cheng, and Zhan-hua Silber-Li. "Influence of Capillarity on Nano-Liter Flowrate Measuremet with Displacemet Method." Journal of Hydrodynamics 19, no. 5 (October 2007): 594–600. http://dx.doi.org/10.1016/s1001-6058(07)60158-9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

O’Reilly, Keara, Jocelyn R. Johnson, Lauren Wottlin, and Gordon E. Carstens. "8 President Oral Presentation Pick: Use of electronic feed intake systems to assess feed bunk displacement events as an indicator of aggressive feeding behavior in beef cattle." Journal of Animal Science 98, Supplement_4 (November 3, 2020): 1. http://dx.doi.org/10.1093/jas/skaa278.001.

Full text
Abstract:
Abstract Animal variation in social dominance within a herd has been shown to be associated with performance, feed efficiency and animal well-being. The objective of this study was to quantify disruptive feeding events in cattle fed a high-grain diet. Crossbred steers (n = 85) housed in a pen with GrowSafe bunks were used in this study. An algorithm was developed to quantify displacement events defined as an animal being displaced by another within 5 sec. These feed bunk displacement events were further separated into either displacer events or displacee events. A displacer event was defined as an animal displacing another (aggressive). A displacee event was defined as an animal being displaced (submissive). The displacer events as a proportion of total displacement events were used to classify animals as aggressive versus submissive (±0.5 SD). Animals with fewer displacer events as a proportion of total displacement events (submissive < 0.5 SD) had greater (P < 0.05) frequency and duration of bunk visit events and head down duration than the animals who initiated more displacer events as a total of displacement events (aggressive > 0.5 SD). Additionally, submissive animals also had a slower (P < 0.05) bunk visit eating rate than aggressive animals. The results of this initial analysis found that due to the associations between feed bunk displacements and feeding behavior, there may be potential to correlate this trait with temperament and performance traits as well as be a potential indicator of feed efficiency in confined cattle.
APA, Harvard, Vancouver, ISO, and other styles
3

Cheng, Hao, and Xiaoping Zhou. "A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis." Canadian Geotechnical Journal 52, no. 12 (December 2015): 2055–66. http://dx.doi.org/10.1139/cgj-2015-0050.

Full text
Abstract:
Conventional stability analysis of landslides is investigated using the factor of safety of the entire sliding body, which provides no information concerning displacements of the analyzed landslides. In this paper, a novel displacement-based rigorous limit equilibrium method is proposed to investigate the displacements and stabilities of three-dimensional landslides. The relationship between the shear stresses acting on the base of the columns and the shear displacements is established based on the hyperbolic soil model, which can be directly obtained from direct shear tests. According to the displacement compatibility among the columns, the shear displacements of all columns can be determined by the vertical and horizontal displacements at a key point. Combining the six equilibrium conditions of the discretized columns with the nonlinear constitutive relation between stress and displacement of soils, the vertical displacement at the key point can be determined. By introducing the strength reduction technique into the displacement-based rigorous limit equilibrium method, the relationship between the reduction factor and the vertical displacement can be obtained. The displacement and the safety factor of three-dimensional landslides can be defined. Moreover, two cases are given to verify the robustness and precision of the present method in detail.
APA, Harvard, Vancouver, ISO, and other styles
4

Feng, Zhibin, and Jinxin Gong. "Study on normalization of residual displacements for single-degree-of-freedom systems." Earthquake Spectra 37, no. 3 (January 25, 2021): 1758–84. http://dx.doi.org/10.1177/8755293020988014.

Full text
Abstract:
Residual displacement spectrum is one of the most important means to predict the permanent deformation of structures after the earthquake, and various normalizations of residual displacements have generally been used for construction of the spectrum. However, the issue regarding the merits and drawbacks of each normalization has not yet been investigated thoroughly. A comparison between two normalizations that relate the residual displacements to the elastic and inelastic displacements is made in terms of the effect of ground motion and structural characteristics by means of the results of nonlinear time history analysis. The statistical results reveal that the residual-to-peak-inelastic displacement ratios have the advantages of small dispersion, samples without any outliers, and relatively symmetric distribution, which benefits from the strong correlation between residual and peak inelastic displacements. Moreover, the residual-to-peak-inelastic displacement ratios are almost independent of site conditions, significant duration, and natural periods. Consequently, the peak inelastic displacements are superior to the elastic ones as an intermediate step for residual displacements estimation, provided that the peak inelastic displacements are estimated with a low uncertainty. For providing alternatives to estimate residual displacement demands, the constant-strength residual displacement spectra are developed for both normalizations.
APA, Harvard, Vancouver, ISO, and other styles
5

GRISO, GEORGES. "ASYMPTOTIC BEHAVIOR OF STRUCTURES MADE OF PLATES." Analysis and Applications 03, no. 04 (October 2005): 325–56. http://dx.doi.org/10.1142/s0219530505000613.

Full text
Abstract:
The aim of this paper is to study the asymptotic behavior of a structure made of plates of thickness 2δ when δ → 0. This study is carried out within the frame of linear elasticity by using the unfolding method. It is based on several decompositions of displacements of the structure and on the passing to the limit in fixed domains.We begin by studying the displacements of a plate. We show that any displacement is the sum of an elementary displacement concerning the normal lines on the middle surface of the plate and a warping. An elementary displacement is linear with respect to the variable x3. It is written [Formula: see text] where [Formula: see text] is a displacement of the mid-surface of the plate. We show a priori estimates and convergence results when δ → 0. We characterize the limits of the unfolded displacements of a plate as well as the limits of the unfolded strained tensor.Then, we extend these results to structures made of plates. We show that any displacement of a structure is the sum of an elementary displacement of each plate and of a residual displacement. The elementary displacements of the structure (e.p.s.d.) coincide with elementary rod displacements in the junctions. Any e.p.s.d. is given by two functions belonging to H1( S ; ℝ3) where S is the skeleton of the structure (the set formed by the mid-surfaces of the plates constituting the surface). One of these functions, [Formula: see text], is the skeleton displacement. We show that [Formula: see text] is the sum of an extensional displacement and of an inextensional one. The first one characterizes the membrane displacements and the second one is a rigid displacement in the direction of the plates and it characterizes the flexion of the plates.Eventually, we pass to the limit as δ → 0 in the linearized elasticity system. On the one hand, we obtain a variational problem that is satisfied by the limit extensional displacement, and on the other hand, a variational problem satisfied by the limit of inextensional displacements.
APA, Harvard, Vancouver, ISO, and other styles
6

Ben-Haim, S. A., O. Lichtenstein, and G. M. Saidel. "Mechanical analysis of extrapulmonary volume displacements in the thorax and abdomen." Journal of Applied Physiology 67, no. 5 (November 1, 1989): 1785–90. http://dx.doi.org/10.1152/jappl.1989.67.5.1785.

Full text
Abstract:
Currently, the effect of intrathoracoabdominal, extrapulmonary volume displacements (Vep) are not well understood. Various clinical conditions can lead to volume displacements caused by gas or liquid accumulations. To analyze the pressure and volume changes that occur by Vep, we used a mathematical model of chest wall and lung mechanics that accounts for static changes associated with rib cage, diaphragm, abdomen, and lungs. By solving the model equations, we obtained simulations of the pleural and abdominal displacements that clearly differentiate the mechanisms involved. When abdominal displacement occurs, the reduction in lung volume is less than that caused by an equal displacement in pleural space. Abdominal displacement produces an increased pressure that expands the rib cage significantly, whereas pleural displacement does not produce a comparable action. Furthermore, our model predicts the conditions under which the work of inspiration is expected to increase as a consequence of these displacements. Finally, an important distinction is predicted between abdominal displacements caused by gas or liquid accumulation. Although an abdominal gas displacement tends to decrease the resting lung volume, the weight effect of a liquid displacement tends to increase the resting lung volume by pulling down the diaphragm.
APA, Harvard, Vancouver, ISO, and other styles
7

Cao, Cai Qin, Chao Gao, and Hua Li. "A Semi-Analytical Solution of Single-Phase Elastic Foundation Three-Dimensional Static Characteristics." Advanced Materials Research 368-373 (October 2011): 2740–43. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.2740.

Full text
Abstract:
Based on the single-phase elastic soil medium control equations and boundary conditions [1], by using the weighted residual method, a semi-analytical theory of elastic foundation three-dimensional static response was established. When the uniformly distributed loads were applied on the elastic half space foundation, the change rules of vertical displacement, lateral displacement, lengthways displacement were analyzed numerically, and compared with the theoretical solution [2]. The result shows that foundation displacements are completely symmetrical or antisymmetrical about x = 0 plane and y = 0 plane. The maximum vertical displacement appears in the center of load range, the maximum lateral and lengthways displacements appear at the edge of load range, and the displacements get smaller far from the loads.
APA, Harvard, Vancouver, ISO, and other styles
8

Ebraheim, Nabil A., Hua Yang, Jike Lu, and Ashok Biyani. "Computer Evaluation of Second Tarsometatarsal Joint Dislocation." Foot & Ankle International 17, no. 11 (November 1996): 685–89. http://dx.doi.org/10.1177/107110079601701107.

Full text
Abstract:
Using computer-assisted techniques, this study analyzes the mean contact area of the articular surface of the second tarsometatarsal joint. The articular contact area decreased proportionate to the displacement in both males and females, but it was consistently greater in males than in females for all simulated displacements. The reduction in the contact area was the highest with dorsolateral displacement compared with the lateral and dorsal displacements. Dorsolateral displacement of the second metatarsal of 3 mm led to 38.6% reduction in the contact area, compared with 33.1% and 20.2% reduction with lateral and dorsal displacements, respectively. This study shows that even minor degrees of displacement not apparent on plain radiographs lead to significant decrease in the contact area of the second tarsometatarsal joint. Careful evaluation of second tarsometatarsal injuries with computed tomography is recommended to detect minor degrees of displacement.
APA, Harvard, Vancouver, ISO, and other styles
9

Ogushi, Matsuoka, Defilippi, and Pasquali. "Improvement of Persistent Scatterer Interferometry to Detect Large Non-Linear Displacements with the 2π Ambiguity by a Non-Parametric Approach." Remote Sensing 11, no. 21 (October 23, 2019): 2467. http://dx.doi.org/10.3390/rs11212467.

Full text
Abstract:
Persistent scatterer interferometry (PSI) is commonly applied to monitor surface displacements with millimetric precision. However, this technique still has trouble estimating non-linear displacements because the algorithm is designed for the slow and linear displacements. Additionally, there is a variety of non-linear displacement types, and finding an appropriate displacement model for PSI is still assumed to be a fairly large task. In this paper, the conventional PSI technique is extended using a non-parametric non-linear approach (NN-PSI), and the performance of the extended method is investigated by simulations and actual observation data processing with TerraSAR-X. In the simulation, non-linear displacements are modeled by the magnitudes and periods of the displacement, and the evaluation of NN-PSI is conducted. According to the simulation results, the maximum magnitude of the displacement that can be estimated by NN-PSI is two and a half times the magnitude of the SAR sensor’s wavelength (2.5λ that is roughly equivalent to 8 cm for X-band, 14 cm for C-band, and 60 cm for L-band), and the period of the displacement is about three months. However, this displacement cannot be reconstructed by the conventional PSI due to the limitation, known as the 2π displacement ambiguity. The result of the observation data processing shows that a large displacement with the 2π ambiguity can be estimated by NN-PSI as the simulation results show, but the conventional PSI cannot reconstruct it. In addition, a different approach, Small BAseline Subset (SBAS), is applied to the same data to ensure the accuracy of results, and the correlation between NN-PSI and SBAS is 0.95, while that between the conventional PSI and SBAS is –0.66. It is concluded that NN-PSI enables the reconstruction of non-linear displacements by the non-parametric approach and the expansion of applications to measure surface displacements that could not be measured due to the limitations of the traditional PSI methods.
APA, Harvard, Vancouver, ISO, and other styles
10

Paulay, T. "Seismic response of structural walls: recent developments." Canadian Journal of Civil Engineering 28, no. 6 (December 1, 2001): 922–37. http://dx.doi.org/10.1139/l01-054.

Full text
Abstract:
It is postulated that for purposes of seismic design, the ductile behaviour of lateral force-resisting wall components, elements, and indeed the entire system can be satisfactorily simulated by bilinear force–displacement modeling. This enables displacement relationships between the system and its constituent components at a particular limit state to be readily established. To this end, some widely used fallacies, relevant to the transition from the elastic to the plastic domain of behaviour, are exposed. A redefinition of stiffness and yield displacement allows more realistic predictions of the important feature of seismic response, component displacements, to be made. The concepts are rational, yet very simple. Their applications are interwoven with the designer's intentions. Contrary to current design practice, whereby a specific global displacement ductility capacity is prescribed for a particular structural class, the designer can determine the acceptable displacement demand to be imposed on the system. This should protect critical components against excessive displacements. Specific intended displacement demands and capacities of systems comprising reinforced concrete cantilever and coupled walls can be estimated.Key words: ductility, displacements, reinforced concrete, seismic design, stiffness, structural walls.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Displacemet"

1

FUTURO, CAROLINA SALLES ABELHA. "THE POLITICS OF DISPLACEMENT: DEVELOPMENT-INDUCED DISPLACEES IN BRAZIL." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2017. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36968@1.

Full text
Abstract:
PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO
COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE SUPORTE À PÓS-GRADUAÇÃO DE INSTS. DE ENSINO
PROGRAMA DE EXCELENCIA ACADEMICA
Esta dissertação examina a política de deslocamento de pessoas no contexto do projeto da Usina Hidrelétrica Belo Monte, região Norte do Brasil. Especificamente, eu investigo a política de deslocamento de ribeirinhos, pequenos agricultores e populações indígenas em Belo Monte. À luz do entendimento de política de Jacques Rancière, faço minha análise olhando para os males do deslocamento ao invés de para os direitos que alegadamente pertencem aos atingidos. Ao trazer isto ao debate, proponho reformular deslocamento como uma questão de exclusão política, não um problema de natureza técnica ou social. Embora remonte aos tempos coloniais, migração forçada raramente é um tópico discutido no Brasil. O país possui 1268 centrais elétricas de alguma escala, das quais 219 são hidrelétricas. Construir essas barragens exige, em quase todos os casos, pessoas e lugares sacrificiais. Em consequência, laços familiares são desfeitos, formas de vida extinguidas, lares são mortos. A literatura sobre pessoas deslocadas por projetos de desenvolvimento a partir de uma abordagem baseada em direitos não conseguiu dar conta da política de deslocamento. A terceira maior barragem do mundo em capacidade instalada trouxe com seus 11.233 MW as mesmas violações de direitos, anunciadas por projetos anteriores. Ao longo do tempo, estima-se que um milhão de pessoas tenham sido expulsas de suas casas devido a projetos de barragens hidrelétricas e sua migração para outras áreas, ou seu abandono e empobrecimento, foram tratados como apenas mais um exemplo de exclusão social em meio ao portfólio brasileiro de problemas sociais. Isso, no entanto, pode não ajudar a abordar as causas da migração forçada nesses casos. Situado no âmbito mais amplo da política mundial moderna, em suas formas de ler e pensar o Estado, as implicações da política na (re)produção da condição de deslocado são constitutivas. Este trabalho argumenta, portanto, que os deslocados de Belo Monte são a parte sem-parte na democracia brasileira. Eles são feitos povo suplementar pelos danos de uma obra de desenvolvimento, mas é também através da sua resistência a esses danos que denunciam a desigualdade na democracia. Ao resistir a essa partição e ao espaço de negligência atribuídos à sua existência, eles fazem mais do que o designado. Enquadrando deslocamento como um conflito sobre a produção do espaço, então, a dissertação sugere como as pessoas resistem, intervêm e contestam a representação de seu espaço. Deslocados resistem ao seu status suplementar criando espaços alternativos de representação. Suas práticas de resistência, portanto, evidenciam seu status político e desafiam a vida democrática a garantir sua parte em casos futuros. Concluo trazendo insights práticos inspirados por essas críticas teóricas para os próximos projetos hidrelétricos no Brasil; já anunciados e, até agora, inevitáveis.
This dissertation examines the politics of the displacement of people in the context of the Belo Monte Complex project in the North of Brazil. Specifically, I investigate the politics of the displacement of riparian, small farmers and Indigenous populations in Belo Monte. In light of Jacques Rancière understanding of politics, I do so by looking at the wrongs of displacement rather than to the alleged rights belonging to subjects. Bringing this to the debate will reframe displacement as a matter of political exclusion, not a social or technical problem. Although it goes back to colonial times, forced migration is a rarely discussed topic in Brazil. The country has 1268 hydroelectric plants of some scale, among which 219 are hydroelectric dams. Building those dams requires, in almost every case, sacrificial people and places. As consequences, family ties are undone, ways of living extinguished, homes are killed. Literature on people displaced by development projects grounded on a rights based approach has not been able to address the politics of displacement. The world s third largest dam in installed capacity brought with its 11,233 MW the very same old, foreseen and announced rights violations of previous projects. Over time, it is estimated that one million people have been put out from their homes because of hydroelectric dam projects and their migration to other areas, or their abandonment and impoverishment, have been treated as only one more example of social exclusion amidst the vast Brazilian portfolio of social problems. That might not help to address the causes of forced migration in these cases, though. Situated in the broader scope of modern world politics, in its ways to read and think the State, the implications of politics in the (re)production of the displaced condition are constitutive. This work argues, therefore, that Belo Monte displacees are the part with no-part in Brazilian democracy. They are made supplementary people by the wrongs of a development work but it is also through their resistance to those wrongs that they denounce the inequality in democracy. In resisting this partition and the space of neglect attributed to their existence, they do more than the assigned. By framing displacement as a conflict over the production of space, then, the dissertation shows how people resist, intervene and contest the representations of their space. Displacees themselves resist to their supplementary status, creating alternative spaces of representation. Therefore, their practices of resistance make evident their political status and challenge democratic life to guarantee their part’in future cases alike. I conclude by bringing practical insights inspired by these theoretical critiques to forthcoming hydroelectric projects in Brazil; already announced and, so far, inevitable.
APA, Harvard, Vancouver, ISO, and other styles
2

Hoskins, Clinton P. "CVN 68 class displacement concerns dealing with the differences between the modeled and actual displacements." Thesis, Monterey, California : Naval Postgraduate School, 2009. http://edocs.nps.edu/npspubs/scholarly/theses/2009/Sep/09Sep%5FHoskins.pdf.

Full text
Abstract:
Thesis (M.S. in Systems Engineering)--Naval Postgraduate School, September 2009.
Thesis Advisor(s): Calvano, Charles ; Whitcomb, Clifford. "September 2009." Description based on title screen as viewed on 5 November 2009. Author(s) subject terms: Naval Architecture, Aircraft Carrier Displacement Models. Includes bibliographical references (p. 71-72). Also available in print.
APA, Harvard, Vancouver, ISO, and other styles
3

Nitzsche, Kornelia. "Verschiebungsmuster in Böschungen während Aushubvorgängen." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-213806.

Full text
Abstract:
After the excavation of a cut slope ongoing deformations on the slope surface can often be measured. These deformations can be induced due to various processes and can also be used as an indicator of slope stability. If the reasons for the deformations are known, selective stabilization methods can help to decelerate, or stop, the movements. The potential for the recognition of displacement patterns in excavated slopes is studied in this dissertation. In the laboratory, the analysis of displacement patterns due to various processes is difficult as identical initial test conditions can hardly be reproduced. Furthermore, measurements of displacements can only be conducted to a limited degree. Therefore, numerical calculations using the finite element method were applied to simulate excavation processes and analyse the displacements. In addition, a suitable mathematical model has to be used to represent the stress-strain behaviour during the unloading process. Three different advanced constitutive soil models were chosen to calculate an excavation process of an idealized slope assuming drained conditions: - elasto-plastic Modified-Cam-Clay model - rate-independent hypoplastic model according to Masin - rate-dependent visco-hypoplastic model according to Niemunis Before conducting the excavation simulation, the soil parameters of the constitutive models were calibrated by means of numerical element tests, depicting the stress paths of conventional laboratory tests. Within the literature, those conventional laboratory tests are recommended for the determination of parameters for the constitutive models. A parameter set for the visco-hypoplastic model was chosen from literature. The parameters were adapted for the remaining models. Thus, all three models predicted approximately the same stress-strain behaviour during conventional laboratory tests. Despite the correlations during the element tests, the constitutive models predicted different displacements during the calculation of the excavation of an idealized slope under drained conditions. Thereupon, load-controlled triaxial compression tests were conducted reproducing the characteristic stress paths during an excavation process. At the same time, numerical calculations were carried out to reproduce the triaxial compression tests, and the measured and calculated displacement behaviour was compared. Different processes such as pure unloading due to excavation, excavation in overconsolidated soil, excavation coupled with consolidation, excavation coupled with previous ground water lowering and consolidation as well as the influence of creep effects were considered in the analysis of the displacement patterns during an excavation. It can be stated that the evaluation of displacements and changes in displacements in a single point on the slope surface cannot provide sufficient information about a certain physical process. Only the combination of displacement paths at different survey points will lead to a reliable conclusion. Thus, representative displacement patterns for different processes are recognizable during and after the excavation, which can be used for the identification. During the numerical simulation of an in-situ model test, where a slope was brought to failure by excavation, the calculated displacements were analysed for identifiable displacement patterns. It can be stated that despite different slope systems, consistencies were found within characteristic survey points. These points can be used to identify patterns within the displacement contours.
APA, Harvard, Vancouver, ISO, and other styles
4

Lyne, P. M. "Heater displacement chromatography." Thesis, University of Oxford, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376927.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Castagnola, Michael. "Gentrification without displacement." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99071.

Full text
Abstract:
Thesis: M.C.P., Massachusetts Institute of Technology, Department of Urban Studies and Planning, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 87-97).
Gentrification is the movement of a moneyed class or the gentry into disinvested urban neighborhoods. This action facilitates displacement of existing residents in the formerly disinvested neighborhoods. This displacement is another step of a long history of marginalization of low-income minority communities. Unites States housing policy has facilitated urban disinvestment and marginalization for the past 80 years. The Station North area of Baltimore presents the current tension between gentrification and displacement. The research presented defines the development ecosystem, gentrification and displacement characteristics, and existing plans for affecting Station North. The research leads to a conclusion that under current conditions displacement cannot be prevented. However, lessons from Station North can be utilized for future inner city development strategy that minimizes displacement. Areas for further research on displacement minimization are presented. Lastly, this is client-based thesis for Ernst Valery Investments (EVI). The research and analysis provide a foundation for EVI's community wealth building philosophy and offers potential opportunities and pitfalls of EVI strategy.
by Michael Castagnola.
M.C.P.
APA, Harvard, Vancouver, ISO, and other styles
6

Claesson, Malin, and Rolanda Gadeikyté. "(In)visible displacement." Thesis, Malmö universitet, Fakulteten för hälsa och samhälle (HS), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-26343.

Full text
Abstract:
Detta examensarbete syftar till att beskriva de displacerade barnens situation ochde utmaningar de står inför på grund av displacement i Cali, Colombia. Detkommer att göras genom att studera de icke-statliga organisationernas arbete dåstaten på många delar i Colombia och Cali har låg närvaro. Många av dessa barntillhör afro-colombianska och inhemska folkgrupper och därför kommer dennastudie att göras utifrån ett intersektionellt perspektiv inom kategorierna etnicitetoch klass. Colombia har under de senaste åren varit det land med flestinternflyktingar i världen, och trots ett fredsavtal med de största rebellgruppernaär Colombia fortfarande ett land i toppen av den globala statistiken. Landetshistoria präglas av interna konflikter, olaglig arbetskraft och narkotikahandel. Deproblem Colombia står inför under denna pågående fredsprocess är komplexa ochpåverkar främst displacerade barn och deras familjer. Resultatet av denna studievisar att många displacerade barn har lägre levnadsstandard än andra barn.Majoriteten bor i ekonomiskt utsatta områden och tillhör minoritetsbefolkningen,de får sämre utbildning och blir ofta diskriminerade på grund av att de ärcolombianer men med en annan kultur och annat ursprung änmajoritetsbefolkningen i staden. Det finns olika typer av socialt arbete i Cali somarbetar med empowerment för att förhindra detta och för att stärka barnen; delsgenom utbildning och dels genom upprätthållande av kultur i form av musik ochdans. Socialarbetare i Cali arbetar oftast utan stöd av staten och är själva eller harvarit displacerade. Många upplever att displacerade barn ofta ses som en homogengrupp trots dennes heterogenitet.
This bachelor thesis seeks to describe the displaced children’s situation and thechallenges they face due to displacement in Cali, Colombia. Many of thesechildren belong to Afro-Colombian and indigenous communities and thereforethis study will be made through an intersectional perspective based on ethnicityand class. Colombia was during recent years the country with the most internallydisplaced people in the world, and today, despite a peace agreement with thebiggest guerrilla groups, it is still a country in the top of the global statistics. Thecountry’s history is characterized by internal conflicts, illegal labor and drugtrafficking and the problems they are facing during this peace progress arecomplex. This is affecting displaced children and their families. The humanitariancrisis in Colombia is unique in many ways and have been creating manychallenges for the government. Therefore, one of the main reasons to study non-governmental, social work is because these organizations fill an important gap inresponse to help, support and empower displaced children in areas around Caliwith little governmental presence. The result of this study shows that manydisplaced children in Cali have a lower standard of living than other children. Themajority live in low-income areas and belong to the minority population, theyreceive lower quality education and are often discriminated for being Colombiansbut with a different culture and other origin than the majority population in thecity. There are various types of social work in Cali that work with empowermentto prevent this and to strengthen the children; through education or by maintainingculture in the form of music and dance. Social workers in Cali usually workwithout the support of the state and are run by people who themselves have beendisplaced. Many of the social workers feel that displaced children often are seenas a homogeneous group despite its heterogeneity.
APA, Harvard, Vancouver, ISO, and other styles
7

Lundström, Emrik. "Vector Displacement Mapping." Thesis, Blekinge Tekniska Högskola, Institutionen för kreativa teknologier, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4416.

Full text
Abstract:
Kontext: Displacement Mapping är en teknik som används inom 3D-spel för att skapa detaljrikedom i geometri utan att behöva triangelobjekt bestående av oönskad geometrikomplexitet. Tekniken har även andra användningsområden i 3D-spel, till exempel terränggeometri. Tekniken skänker detaljrikedom genom att i samband med tesselering förskjuta geometri i en normalriktning eller längs annan specificerad riktning. Vector Displacement Mapping är en teknik liknande Displacement Mapping där skillnaden är att Vector Displacement Mapping förskjuter geometri i tre dimensioner. Mål: Syftet med arbetet är utforska Vector Displacement Mapping i sammanhanget 3D-Spel och att antyda att tekniken kan användas i 3D-spel likt Displacement Mapping. Arbetet jämför Vector Displacement Mapping med Displacement Mapping för att urskilja skillnader i exekveringstid mellan teknikernas centrala skillnader. Skillnaderna i exekveringstid ställs i kontrast mot diskussion av teknikernas grafikminnesanvändning. Metoder: Jämförelsen baseras på en implementation av de båda teknikerna tillsammans med tesselering. Prestandamätningar genereras med implementationen som grund. Implementationen använder sig av Direct3D 11. Resultat: Resultatet som erhålls genom jämförelsen visar att exekveringstiderna mellan teknikernas centrala skillnader varierar svagt. Grafikminnesanvändningen mellan teknikerna skiljer sig med en faktor 3 eller en faktor 4 där Vector Displacement Mapping använder mer grafikminne. Slutsatser: Slutsatser som dras baserat på resultatet är att Vector Displacement Mapping i situationer där överhängande geometri är ett önskat resultat kan ersätta Displacement Mapping. Vidare diskussion förs kring slutsatser, avgränsningar och framtida forskning som arbetet berör.
APA, Harvard, Vancouver, ISO, and other styles
8

Gillespy, Andrew J. "Integrating seakeeping in the design of semi-displacement and displacement monohulls." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/10945/24329.

Full text
Abstract:
CIVINS
Early stage ship design and assessment continues to be a challenge for naval architects and ocean engineers. Furthermore, seakeeping at high speeds cannot be reliably calculated by traditional methods such as strip theory due to the hydrodynamic effects that occur in the semidisplacement region. Traditional methods have a vessels' response in seas calculated after most initial design decision have been cemented, making changes in design for improved seakeeping difficult at best. This paper puts forth a method for narrowing the design space for semidisplacement and displacement patrol craft operating at Froude numbers up to Fn= 1.0 and incorporating the vessels' response in seas into early stage design. Optimization of the design is done through the use of response surface methodology. Using a systems approach, a Patrol Craft Assessment Tool (PCAT) was created and tested to aide designers in the initial design and assessment of patrol craft of less than 90 m. PCAT is an MATLAB code that interfaces with Surface Wave Analysis (SWAN2) to incorporate resistance, engine selection, structures, seakeeping, and mission profiles into one design program to aide a designer.
APA, Harvard, Vancouver, ISO, and other styles
9

Clough, Eric C. "Large-displacement Lightweight Armor." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/1122.

Full text
Abstract:
Randomly entangled fibers forming loosely bound nonwoven structures are evaluated for use in lightweight armor applications. These materials sacrifice volumetric efficiency in order to realize a reduction in mass versus traditional armor materials, while maintaining equivalent ballistic performance. The primary material characterized, polyester fiberfill, is shown to have improved ballistic performance over control samples of monolithic polyester as well as 1095 steel sheets. The response of fiberfill is investigated at a variety of strain rates, from quasistatic to ballistic, under compression, tension, and shear deformation to elucidate mechanisms at work during ballistic defeat. Fiberfill’s primary mechanisms during loading are fiber reorientation, fiber unfurling, and frictional sliding. Frictional sliding, coupled with high macroscopic strain to failure, is thought to be the source of the high specific ballistic performance in fiberfill materials. The proposed armor is tested for penetration resistance against spherical and cylindrical 7.62 mm projectiles fired from a gas gun. A constitutive model incorporating the relevant deformation mechanisms of texture evolution and progressive damage is developed and implemented in Abaqus explicit in order to expedite further research on ballistic nonwoven fabrics.
APA, Harvard, Vancouver, ISO, and other styles
10

Fernandes, Bernardo Nobre. "Automation and labor displacement." Master's thesis, Instituto Superior de Economia e Gestão, 2020. http://hdl.handle.net/10400.5/21154.

Full text
Abstract:
Mestrado em Economia
Esta dissertação analisa a forma como o progresso tecnológico influencia o mercado laboral. Foi criado um modelo teórico com base na "routine-biased technical change", assim como uma análise empírica que avalia a forma como o conteúdo rotineiro de tarefas numa dada ocupação é afetado pela adoção de tecnologia no trabalho. Adicionalmente também foi estimado o efeito da adoção tecnológica na polarização dos rendimentos.
This dissertation addresses the way technological progress affects the structure of labor market. A theoretical framework based on the routine-biased technical change hypothesis was constructed. The empirical analysis evaluates how the routine task content of occupations is impacted by the adoption of technology at work using a linear model with a fixed-effects estimator. Additionally, the effects of technological adoption at work on the polarization of income were estimated using an Oaxaca-Blinder decomposition.
info:eu-repo/semantics/publishedVersion
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Displacemet"

1

Displacement. Boston: Houghton Mifflin Harcourt, 2009.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Displacement. New York: Viking, 2011.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Jackman, P. J. Displacement ventilation. Bracknell: Building Services Research and Information Association, 1990.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Jackman, P. J. Displacement ventilation. Bracknell: Building Services Research and Information Association, 1990.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Displacement ventilation. Taunton, Somerset, England: Research Studies Press, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Deek, Akram Al. Writing Displacement. New York: Palgrave Macmillan US, 2016. http://dx.doi.org/10.1057/978-1-137-59248-4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Grabska, Katarzyna, and Lyla Mehta, eds. Forced Displacement. London: Palgrave Macmillan UK, 2008. http://dx.doi.org/10.1057/9780230583009.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Skistad, Hakon. Displacement ventilation. Taunton, Somerset: Research Studies Press, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Bałka, Mirosław. Displacements. Toronto: Art Gallery of Ontario, 1998.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Butler, Alison. Displacements. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Displacemet"

1

Butler, Alison. "Introduction: Here and Elsewhere." In Displacements, 1–27. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_1.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Butler, Alison. "NOW and Then." In Displacements, 29–55. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Butler, Alison. "Time Machines and Other Assemblages." In Displacements, 57–83. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Butler, Alison. "The Visitor, the Wanderer and the Migrant." In Displacements, 85–111. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Butler, Alison. "War Zones." In Displacements, 113–38. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Butler, Alison. "The Essay Installation." In Displacements, 139–59. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Butler, Alison. "Postscript: Is This the Future?" In Displacements, 161–69. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-30461-4_7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Mehta, Lyla. "Why are Human Rights Violated with Impunity? Forced Displacement in India’s Narmada Valley." In Forced Displacement, 201–21. London: Palgrave Macmillan UK, 2008. http://dx.doi.org/10.1057/9780230583009_10.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Muggah, Robert. "Protection and Durable Solutions: Regimes for Development and Conflict-Induced Internally Displaced and Resettled Populations." In Forced Displacement, 26–49. London: Palgrave Macmillan UK, 2008. http://dx.doi.org/10.1057/9780230583009_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Grabska, Katarzyna. "Brothers or Poor Cousins? Rights, Policies and the Well-being of Refugees in Egypt." In Forced Displacement, 71–92. London: Palgrave Macmillan UK, 2008. http://dx.doi.org/10.1057/9780230583009_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Displacemet"

1

Chan, D. D., and C. P. Neu. "Human Tibiofemoral Joint Displacements Determined by Displacement-Encoded MRI." In ASME 2011 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2011. http://dx.doi.org/10.1115/sbc2011-53498.

Full text
Abstract:
Articular cartilage and surrounding soft tissues in the knee are important to normal joint function. Osteoarthritis (OA) is highly prevalent in the United States [1] and features precocious degeneration of articular cartilage. Effective OA treatments require the ability to detect early degeneration, including mechanical and biochemical changes. Magnetic resonance imaging has shown promise for the detection of early degenerative changes, including various quantitative MRI techniques [2]. Displacement-encoded MRI has the ability to detect changes in mechanical behavior, and such techniques have previously been used in cartilage explants [3] and intact juvenile animal joints [4]. However, the authors are aware of no studies with displacement-encoded MRI of human articular cartilage. Tissue-level displacement patterns could be key to revealing early degeneration in articular cartilage. This study demonstrates for the first time displacement encoding with stimulated echoes (DENSE) in an adult human tibiofemoral joint.
APA, Harvard, Vancouver, ISO, and other styles
2

Venkataramanujam, Venkatesh, and Pierre Larochelle. "A Displacement Metric for Finite Sets of Rigid Body Displacements." In ASME 2008 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/detc2008-49554.

Full text
Abstract:
There are various useful metrics for finding the distance between two points in Euclidean space. Metrics for finding the distance between two rigid body locations in Euclidean space depend on both the coordinate frame and units used. A metric independent of these choices is desirable. This paper presents a metric for a finite set of rigid body displacements. The methodology uses the principal frame (PF) associated with the finite set of displacements and the polar decomposition to map the homogenous transform representation of elements of the special Euclidean group SE(N-1) onto the special orthogonal group SO(N). Once the elements are mapped to SO(N) a bi-invariant metric can then be used. The metric obtained is thus independent of the choice of fixed coordinate frame i.e. it is left invariant. This metric has potential applications in motion synthesis, motion generation and interpolation. Three examples are presented to illustrate the usefulness of this methodology.
APA, Harvard, Vancouver, ISO, and other styles
3

Berry, Sandra Lee. "Optimization of Synthetic-Based and Oil-Based Mud Displacements With an Emulsion-Based Displacement Spacer System." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2005. http://dx.doi.org/10.2118/95273-ms.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Montzka, Alissa, Nathan Epstein, Michael Rannow, Thomas R. Chase, and Perry Y. Li. "Experimental Testing of a Variable Displacement Pump/Motor That Uses a Hydro-Mechanically Timed Digital Valving Mechanism to Achieve Partial-Stroke Piston Pressurization (PSPP)." In ASME/BATH 2019 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/fpmc2019-1693.

Full text
Abstract:
Abstract This work describes an efficient means to adjust the power level of an axial piston hydraulic pump/motor. Conventionally, the displacement of a piston pump is varied by changing the stroke length of each piston. Since the losses do not decrease proportionally to the displacement, the efficiency is low at low displacements. Here, with partial-stroke piston pressurization (PSPP), displacement is varied by changing the portion of the piston stroke over which the piston is subjected to high pressure. Since leakage and friction losses drop as the displacement is decreased, higher efficiency is achieved at low displacements with PSPP. While other systems have implemented PSPP with electric or cam-actuated valves, the pump described in this paper is unique in implementing PSPP by way of a simple, robust hydro-mechanical valve system. Experimental testing of a prototype PSPP pump/motor shows that the full load efficiency is maintained even at low displacements.
APA, Harvard, Vancouver, ISO, and other styles
5

Wilhelm, Shawn, and James Van de Ven. "Efficiency Modeling and Experimental Validation of a Variable Displacement Linkage Pump." In ASME/BATH 2013 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/fpmc2013-4428.

Full text
Abstract:
The power density of hydraulic drive trains make variable displacement machines appealing to a wide range of applications such as mobile hybrid systems, displacement controlled actuation of heavy machinery, and hydrostatic transmissions for wind power. Current state of the art variable displacement pumps suffer from poor efficiencies at low displacements, thus limiting the potential benefits of hydraulic solutions. Here, a variable displacement linkage pump is presented as a promising method for achieving high efficiency across the full displacement range. In this paper, the linkage kinematics and dynamics are discussed, an energy loss model is presented and used to drive design decisions of a first generation prototype, and experimental results are presented to validate the model. It will be shown that this linkage-based, variable, positive displacement architecture shows promise as a highly efficient alternative to other axial piston machines across a wide range of displacements.
APA, Harvard, Vancouver, ISO, and other styles
6

Nordås, Sondre, Morten K. Ebbesen, and Torben O. Andersen. "Analysis of Requirements for Valve Accuracy and Repeatability in High Efficiency Digital Displacement Motors." In BATH/ASME 2018 Symposium on Fluid Power and Motion Control. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/fpmc2018-8908.

Full text
Abstract:
Traditional variable displacement piston machines achieve high efficiency when operating at high displacements, but struggle with poor efficiency at low displacements. The pistons are connected to high pressure and low pressure in conjunction with the output shaft position and the displacement is changed by changing the piston stroke, resulting in almost constant friction, leakage, and compressibility losses independent of displacement. In digital displacement machines, the rotary valve is replaced by two fast switching on/off valves connected to every cylinder. By controlling the fast switching on/off valves, the cylinders can be controlled individually and friction, leakage and compressibility losses can be minimized resulting in high efficiency even at low displacements. Previous studies have shown that high efficiency digital displacement machines require fast switching valves with high flow capacity and optimal valve timing strategy. When the digital displacement motor is to start, stop or be controlled at low speeds, the on/off valves must be able to open against high pressure difference. When opening the valves actively, the valve timing has to be conducted properly to minimize valve throttling losses and flow and pressure peaks. First, this paper shortly describes a previously developed method to estimate valve characteristics like transition time and flow capacity for a digital displacement machine. Then the paper presents a novel method of describing the required valve accuracy and repeatability to keep the valve throttling losses low and machine efficiency high.
APA, Harvard, Vancouver, ISO, and other styles
7

Xu, T., and G. G. Lowen. "A New Damping Model for Non-Linear Stiffness Systems With Variable Preload Displacements and Constant Amplitude Decay Ratios." In ASME 1992 Design Technical Conferences. American Society of Mechanical Engineers, 1992. http://dx.doi.org/10.1115/detc1992-0273.

Full text
Abstract:
Abstract This study of the behavior of non-linear stiffness systems with variable preload displacements and constant amplitude decay ratios showed that the energy loss per cycle is dependent on these preload displacements. By introducing a non-linear damping force, which is a function of both displacement and velocity, the associated work per cycle can be made approximately the same function of the preload displacement as is the case for the energy loss. In this manner, it becomes possible to make the resulting damping coefficient essentially independent of the preload displacement. This new damping model was incorporated into the mathematical description of an over-running sprag clutch. Confirming experimentation showed very good agreement with computed results.
APA, Harvard, Vancouver, ISO, and other styles
8

Minowa, Chikahiro, Nobuyoshi Yamaguchi, and Toshio Chiba. "Baseline Correction Method and Strong Motion in 2003 Off Tokachi." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71770.

Full text
Abstract:
Observation system of the seismic wave has greatly progressed and many accelerometers have been set all over Japan. Furthermore, the data processing procedure was developed and the reasonable permanent displacement and the displacement wave were going to be obtained from the measured acceleration data. The baseline correction method was adopted as a data processing procedure. To estimate the adaptability of the baseline correction method, the permanent displacements and displacement wave of major records in 2003 Off Tokachi Earthquake were calculated. The displacements were compared with the data of JAPAN Geographical Survey Institute and Port and Harbor Research Institute. These data were fairly similar to each other. Additionally, sloshing response of the fired large liquid storage tank in Tomakomai was calculated using these data. The baseline correction method presented here can be used successfully to correct strong motion records and present the displacement data for the seismic design and the vibration test.
APA, Harvard, Vancouver, ISO, and other styles
9

Liu, Bideng, Ali I. Ozdagli, and Fernando Moreu. "Cost-Effective Monitoring of Railroad Bridge Performance." In ASME 2017 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/smasis2017-3981.

Full text
Abstract:
Railroads carry 40% of the U.S.’ freight tonnage. Railroad bridges are the most critical component of this network. Measuring transverse displacement of railroad bridges under train-crossing load is essential for the safe and cost-effective operation of railroad network. However, bridge displacement is difficult to collect in the field with traditional sensors due to the lack of fixed reference frame. Although reference-free sensors provide flexibility overcoming the aforementioned challenge, they often fail to capture pseudo-static components observed in timber bridges. This study proposes a novel reference-free sensing system to measure the total displacements of railroad bridges under train-crossing loads. A novel passive-servo electro-magnetic-induction (PSEMI) sensing technology provides accurate direct reference-free dynamic displacement measurement. Furthermore, researchers utilize two reference-free accelerometers to record inclination measurement and transform to pseudo-static displacement. Total bridge displacement is obtained by adding dynamic and pseudo-static responses together. Shake table experiments employing a bridge pier model excited by bridge displacements measured in the field has validated the effectiveness and accuracy of the novel sensing system.
APA, Harvard, Vancouver, ISO, and other styles
10

Liu, Hao, Ruicong Han, Yutong Wei, and Xuefeng Zhao. "Displacement Monitoring of Structures Using Laser Image Displacement Method." In Earth and Space 2014. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479179.063.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Displacemet"

1

Auden, Elizabeth Catherine. Basic Mechanisms: Displacement Damage. Office of Scientific and Technical Information (OSTI), June 2019. http://dx.doi.org/10.2172/1524360.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Auden, Elizabeth Catherine. Test Standards: Displacement Damage. Office of Scientific and Technical Information (OSTI), June 2019. http://dx.doi.org/10.2172/1524361.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Charles, Kerwin Kofi, and Melvin Stephens. Job Displacement, Disability, and Divorce. Cambridge, MA: National Bureau of Economic Research, November 2001. http://dx.doi.org/10.3386/w8578.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kurita, C. H. RTV 21 Displacements. Office of Scientific and Technical Information (OSTI), February 1987. http://dx.doi.org/10.2172/1030742.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Addison, John, Douglas Fox, and Christopher Ruhm. Trade Sensitivity, Technology, and Labor Displacement. Cambridge, MA: National Bureau of Economic Research, June 1996. http://dx.doi.org/10.3386/w5621.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Research Institute (IFPRI), International Food Policy. The Rohingya: Displacement, deprivation, and policy. Washington, DC: International Food Policy Research Institute, 2019. http://dx.doi.org/10.2499/9780896296893.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Oreopoulos, Philip, Marianne Page, and Ann Huff Stevens. The Intergenerational Effect of Worker Displacement. Cambridge, MA: National Bureau of Economic Research, August 2005. http://dx.doi.org/10.3386/w11587.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Kovscek, A. R., T. W. Patzek, and C. J. Radke. Simulation of foam displacement in porous media. Office of Scientific and Technical Information (OSTI), August 1993. http://dx.doi.org/10.2172/10192495.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Yashar, David A., and W. Vance Payne. Vibration signatures for three positive displacement compressors. Gaithersburg, MD: National Institute of Standards and Technology, 2004. http://dx.doi.org/10.6028/nist.ir.7183.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Haan, Wouter J. den, Garey Ramey, and Joel Watson. Contract-Theoretic Approaches to Wages and Displacement. Cambridge, MA: National Bureau of Economic Research, February 1999. http://dx.doi.org/10.3386/w6972.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Displacemet' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography