Literatura académica sobre el tema "Task Structural Response Scale"
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Artículos de revistas sobre el tema "Task Structural Response Scale"
Koňas, Petr y Eva Přemyslovská. "General model of wood in typical coupled tasks, Part II. – Weak solution". Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 56, n.º 4 (2008): 103–8. http://dx.doi.org/10.11118/actaun200856040103.
Texto completoPapadrakakis, M., N. D. Lagaros y V. Plevris. "Structural optimization considering the probabilistic system response". Theoretical and Applied Mechanics 31, n.º 3-4 (2004): 361–94. http://dx.doi.org/10.2298/tam0404361p.
Texto completoZapała, Dariusz, Emilia Zabielska-Mendyk, Andrzej Cudo, Marta Jaśkiewicz, Marcin Kwiatkowski y Agnieszka Kwiatkowska. "The Role of Motor Imagery in Predicting Motor Skills in Young Male Soccer Players". International Journal of Environmental Research and Public Health 18, n.º 12 (10 de junio de 2021): 6316. http://dx.doi.org/10.3390/ijerph18126316.
Texto completoOu, Yaowen, Eleni N. Chatzi, Vasilis K. Dertimanis y Minas D. Spiridonakos. "Vibration-based experimental damage detection of a small-scale wind turbine blade". Structural Health Monitoring 16, n.º 1 (24 de septiembre de 2016): 79–96. http://dx.doi.org/10.1177/1475921716663876.
Texto completoSadhu, Ayan, Sandeep Sony y Peter Friesen. "Evaluation of progressive damage in structures using tensor decomposition-based wavelet analysis". Journal of Vibration and Control 25, n.º 19-20 (11 de julio de 2019): 2595–610. http://dx.doi.org/10.1177/1077546319861878.
Texto completoAttari, N. K. A., F. R. Rofooei y Z. Waezi. "On nonlinear perturbation analysis of a structure carrying a circular cylindrical liquid tank under horizontal excitation". Journal of Vibration and Control 25, n.º 5 (14 de noviembre de 2018): 1058–79. http://dx.doi.org/10.1177/1077546318810072.
Texto completoYew, Guo Zheng, M. S. Liew, Mohd Shahir Liew y Cheng Yee Ng. "System Identification of a Six-Legged Semisubmersible Subjected to Wave Loads through Frequency Domain Analysis". Applied Mechanics and Materials 373-375 (agosto de 2013): 770–84. http://dx.doi.org/10.4028/www.scientific.net/amm.373-375.770.
Texto completoMiller, Kimberly J., Courtney L. Pollock, Brenda Brouwer y S. Jayne Garland. "Use of Rasch Analysis to Evaluate and Refine the Community Balance and Mobility Scale for Use in Ambulatory Community-Dwelling Adults Following Stroke". Physical Therapy 96, n.º 10 (1 de octubre de 2016): 1648–57. http://dx.doi.org/10.2522/ptj.20150423.
Texto completoSavino, Pierclaudio, Francesco Tondolo, Donato Sabia, Antonino Quattrone, Fabio Biondini, Gianpaolo Rosati, Mattia Anghileri y Bernardino Chiaia. "Large-Scale Experimental Static Testing on 50-Year-Old Prestressed Concrete Bridge Girders". Applied Sciences 13, n.º 2 (7 de enero de 2023): 834. http://dx.doi.org/10.3390/app13020834.
Texto completoAdiyoso, Wignyo. "Assessing Governments’ Emergency Responses to the COVID-19 Outbreak Using a Social Network Analysis (SNA)". SAGE Open 12, n.º 2 (abril de 2022): 215824402110711. http://dx.doi.org/10.1177/21582440211071101.
Texto completoTesis sobre el tema "Task Structural Response Scale"
Walkden, Michael James Alexis. "Model wave impulse loads on caisson breakwaters : aeration, scale and structural response". Thesis, University of Plymouth, 1999. http://hdl.handle.net/10026.1/2579.
Texto completoORLANDO, ANDREA. "Full-scale monitoring of the wind-induced response of vertical slender structures, with fixed and rotating masses". Doctoral thesis, Università degli studi di Genova, 2021. http://hdl.handle.net/11567/1049839.
Texto completoCarradine, David Marc. "Experiments on the Response of Arch-Supported Membrane Shelters to Snow and Wind Loading". Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36626.
Texto completoMaster of Science
Maurya, Abhilasha. "Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF)". Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/70866.
Texto completoPh. D.
Elgazzar, Hesham. "End-Shield Bridges for High-Speed Railway : Full scale dynamic testing and numerical simulations". Licentiate thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-204774.
Texto completoQC 20170403
Peixoto, Evandro Morais. "Desenvolvimento da segunda vers?o da escala diagn?stica adaptativa operacionalizada para atletas (EDAO-AR-A)". Pontif?cia Universidade Cat?lica de Campinas, 2016. http://tede.bibliotecadigital.puc-campinas.edu.br:8080/jspui/handle/tede/884.
Texto completoMade available in DSpace on 2016-08-11T14:32:04Z (GMT). No. of bitstreams: 1 Evandro Morais peixoto.pdf: 2577581 bytes, checksum: 6735068181b12eeb3df414676e9a57b7 (MD5) Previous issue date: 2016-06-17
Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior - CAPES
Currently, a great part of researchers and applied sport psychology professionals have been showing an increased interest in adaptive processes presented by the athletes. This study aimed to develop the second version of Adaptive Efficacy Scale for Athletes (EDAO-AR-A), which evaluates the effectiveness of athletes? adaptation facing different sectors of the personality: Affective-Relational (A-R) and Productivity (Pr), as well as assessing its psychometric properties. The research developed in two steps: 1) theoretical stage: analysis of the original version, construction of new items; content analysis by independent judges (n = 4); and semantic analysis; and 2) empirical stage: evaluation of internal structure, accuracy of the parameters of the items and participants? characteristics, convergent/criterion validity evidence and establishing standards. And so, the research included two samples: sample 1, which was composed of 15 athletes (22.93 ? 4.74; 60% women), and sample 2, which was composed by 374 athletes (22.8 ? 7.7; 53.2% men). Instruments used: EDAO-AR-A, Coping Inventory for Athletes in Competition (ICASC-40), Sports Motivation Scale (EMS-28) and Group Environment Questionnaire (GEQ). Different statistical procedures were employed in order to reach the stipulated goals: content validity coefficient (CVC) in order to assess the agreement among the judges; Parallel Exploratory Analysis and Exploratory Structural Equation Modeling (ESEM) for the internal structure evaluation. Categorical version of Cronbach's alpha coefficient estimate of accuracy; Partial credit model (PCM) for parameters estimation of the items, participants? characteristics, as well as setting standards with reference regarding the items; Pearson's correlation for the convergent/divergent validity evidence, and inference analysis ANOVA and MANOVA for the study of criterion validity. The results obtained in step 1 indicated suitability of items that made up the scale (CVC > 0.75) and intelligibility of the participants. The results obtained in step 2 demonstrated both subscales, A-R and Pr, evaluate the effectiveness of adaptation according to three factors: Focus on me, Focus on others and Focus on Problem Situation, with desirable accuracy and invariant factorial structure between men and women. The PCM revealed items with low effort for the studied sample and appropriate adjustments (Infit/Outfit). Correlations indicated significant associations between the variables studied, substantiating the theoretical perspectives. Analyses of variance indicated the scale?s sensibility in capturing differences between groups. Lastly, the standards were established based on the procedure of converting the total score in theta, which will allow the practical application of the obtained results. It is concluded that the second version of EDAO-air is a suitable measure of Adaptive efficacy in athletes, as the results corroborate with theoretical assumptions. Based on the limitations of this research, new studies are suggested.
Atualmente observa-se um crescente interesse por parte dos pesquisadores e profissionais pr?ticos da psicologia do esporte em rela??o aos processos adaptativos apresentados pelos atletas. Este estudo teve como objetivo desenvolver a segunda vers?o da Escala Diagn?stica Adaptativa para Atletas (EDAO-AR-A), que avalia a efic?cia da adapta??o de atletas frente aos diferentes setores da personalidade: Afetivo-Relacional (A-R) e Produtividade (Pr), bem como avaliar suas propriedades psicom?tricas. A pesquisa se desenvolveu em duas etapas: 1) etapa te?rica: an?lise da vers?o original, constru??o de novos itens; an?lise de conte?do por ju?zes independentes (n= 4); e an?lise sem?ntica; e 2) etapa emp?rica: avalia??o da estrutura interna, precis?o, dos par?metros dos itens e caracter?sticas dos participantes, de evid?ncias de validade convergente/divergente, crit?rio e estabelecimento de normas. Para tanto, a pesquisa contou com duas amostras: amostra 1, que foi composta por 15 atletas (22,93?4,74; 60% mulheres), e amostra 2, que foi composta por 374 atletas (22,8?7,7; 53,2% homens). Instrumentos utilizados: EDAO-AR-A, Invent?rio de Coping para Atletas em Situa??o de Competi??o (ICASC?40), Escala de motiva??o esportiva (EMS-28) e Question?rio de Ambiente de Grupo (GEQ). Diferentes procedimentos estat?sticos foram empregados tendo em vista cada um dos objetivos estipulados: coeficiente de validade de conte?do (CVC) para a avalia??o do acordo entre os ju?zes; a An?lise Paralela e Exploratory Structural Equation Modeling (ESEM) para avali??o da estrutura interna. Vers?o categ?rica do coeficiente alfa de Cronbach para estimativa da precis?o; Modelo de cr?ditos parciais (MCP) para estimativa dos par?metros dos itens, caracter?sticas dos participantes, bem como para estabelecimento de normas com refer?ncia nos itens; Correla??o de Pearson para estimativa de evid?ncias de validade convergente/divergente, e an?lises inferenciais MANOVA e ANOVA para evid?ncia de validade de crit?rio. Os resultados obtidos na etapa 1 indicaram adequa??o dos itens que compuseram a escala (CVC> 0,75) e inteligibilidade dos participantes. Os resultados obtidos na etapa 2 demonstram ambas as subescalas, A-R e Pr, avaliam a efic?cia de adapta??o de acordo com tr?s fatores: Foco no eu, Foco no outro e Foco na situa??o problema, com ?ndices desej?veis de precis?o e estrutura fatorial invariante entre homens e mulheres. O MCP revelou itens com dificuldade baixa para amostra estudada e ?ndices de ajustes adequados (Infit/Outfit). As correla??es indicaram associa??es significativas entre as vari?veis estudadas, corroborando com as perspectivas te?ricas. As an?lises de vari?ncia indicaram a sensibilidade da escala em captar diferen?as entre grupos. Por fim, foram estabelecidas as normas com base no procedimento de transforma??o da pontua??o total em theta, o que possibilitar? a aplica??o pr?tica dos resultados obtidos. Conclui-se que a segunda vers?o da EDAO-AR-A ? uma medida adequada da efic?cia adaptativa em atletas, uma vez que os resultados corroboram as hip?teses te?ricas. Com base nas limita??es da pesquisa novos estudos s?o sugeridos.
Magalhaes, De Saldanha D. Pedro. "The power of suggestion: placebo, hypnosis, imaginative suggestion and attention". Doctoral thesis, Universite Libre de Bruxelles, 2014. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209119.
Texto completobehavior. Proverbs, like “we tend to get what we expect,” and concepts, such as optimistic
thinking or self-fulfilling prophecy, reflect this intuition of an important link between one’s
dispositions and subsequent behavior. In other words, one’s predictions directly or
indirectly cause them to become true. In a similar manner, every culture, country or
religion has their own words for ‘expectation,’ ‘belief,’ ‘disappointment,’ ‘surprise,’ and
generally all have the same meaning: under uncertainty, what one expects or believes is the
most likely to happen. This relation between what caused a reaction in the past will
probably cause it again in the future might not be realistic. If the expected outcome is not
confirmed, it may result in a personal ‘disappointment’, and if the outcome fits no
expectations, it will be a ‘surprise’. Our brain is hardwired with this heuristic capacity of
learning the cause-effect relationship and to project its probability as the basis for much of
our behavior, as well as cognitions. This experience-based expectation is a form of
learning that helps the brain to bypass an exhaustive search in finding a satisfactory
solution. Expectations may thus be considered an innate theory of causality; that is, a set of
factors (causes) generating a given phenomenon (effects) influence the way we treat
incoming information but also the way we retrieve the stored information. These
expectancy templates may well represent one of the basic rules of how the brain processes
information, affecting the way we perceive the world, direct our attention and deal with
conflicting information. In fact, expectations have been shown to influence our judgments
and social interactions, along with our volition to individually decide and commit to a
particular course of action. However, people’s expectations may elicit the anticipation of
their own automatic reactions to various situations and behaviors cues, and can explain that
expecting to feel an increase in alertness after coffee consumption leads to experiencing
the consequent physiologic and behavioral states. We call this behavior-response
expectancy. This non-volitional form of expectation has been shown to influence
cognitions such as memory, pain, visual awareness, implicit learning and attention, through
the mediation of phenomena like placebo effects and hypnotic behaviors. Importantly,when talking about expectations, placebo and hypnosis, it is important to note that we are
also talking about suggestion and its modulating capability. In other words, suggestion has
the power to create response expectancies that activate automatic responses, which will, in
turn, influence cognition and behavior so as to shape them congruently with the expected
outcome. Accordingly, hypnotic inductions are a systematic manipulation of expectancy,
similar to placebo, and therefore they both work in a similar way. Considering such
assumptions, the major question we address in this PhD thesis is to know if these
expectancy-based mechanisms are capable of modulating more high-level information
processing such as cognitive conflict resolution, as is present in the well-known Stroop
task. In fact, in a recent series of studies, reduction or elimination of Stroop congruency
effects was obtained through suggestion and hypnotic induction. In this PhD thesis, it is
asked whether a suggestion reinforced by placebos, operating through response-expectancy
mechanisms, is able to induce a top-down cognitive modulation to overcome cognitive
conflict in the Stroop task, similar to those results found using suggestion and hypnosis
manipulation.
Doctorat en Sciences Psychologiques et de l'éducation
info:eu-repo/semantics/nonPublished
Friberg, Annika. "Interaktionskvalitet - hur mäts det?" Thesis, Malmö högskola, Fakulteten för teknik och samhälle (TS), 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:mau:diva-20810.
Texto completoTechnical developments have led to the broadcasting of massive amounts of information, athigh velocities. We must learn to handle this flow. To maximize the benefits of newtechnologies and avoid the problems that this immense information flow brings, interactionquality should be studied. We must adjust interfaces to the user because the user does nothave the ability to adapt and sort overly large amounts of information. We must developsystems that make the human more efficient when using interfaces.To adjust the interfaces to the user needs and limitations, knowledge about humancognitive processes is required. When cognitive workload is studied it is important that aflexible, easily accessed and non assertive technique is used to get unbiased results. At thesame time reliability is of great importance. To design interfaces with high interaction quality,a technique to evaluate these is required. The aim of this paper is to establish a method that iswell suited for measurement of interaction quality.When measuring interaction quality, a combination of subjective and physiologicalmethods is recommended. This comprises a combination of Functional near-infraredspectroscopy; a physiological measurement which measures brain activity using light sourcesand detectors placed on the frontal lobe, Electrodermal activity; a physiological measurementwhich measures brain activity using electrodes placed over the scalp and NASA task loadindex; a subjective, multidimensional measurement based on card sorting and measures theindividual perceived cognitive workload on a continuum scale. Measuring with these methodscan result in an increase in interaction quality in interactive, physical and digital interfaces.An estimation of interaction quality can contribute to eliminate interaction errors, thusimproving the user’s interaction experience.
Damdinsuren, Batnyam. "The Role of Financial Market in Macro Economic Modeling: Case of Mongolia". Master's thesis, 2012. http://www.nusl.cz/ntk/nusl-304463.
Texto completoMartins, João Paulo. "Compaction and its influence on the structural behaviour of high speed railways". Doctoral thesis, 2011. http://hdl.handle.net/1822/19685.
Texto completoImportant aspects that govern railway embankments, namely, high–speed railways are, on one hand, the strict requirements during construction (material quality, state parameters and mechanical properties limits) associated with generally relatively short construction time available and, on the other hand, the strict requirements on residual settlements concerning serviceability conditions, which are inherent to mechanical performance of embankment layers during and after construction. Therefore, performance based tests should play an important role through an integrated design process starting from site investigation, design, construction and maintenance. In this context, full scale trials assume great importance to establish a methodology either on the establishment of compaction conditions and on promoting continuous stiffness evaluation, aiming to meet high quality requirements and reduce construction time. This is developed through this study involving advanced laboratory and field investigations of different materials. A laboratory test campaign was performed on two materials, a clayey sand and a crushed aggregate employed in field investigation. Void ratio was fixed for each material and molding water content was varied in order to reproduce in situ state conditions. Strength and stiffness were determined by means of triaxial tests. Focus was given to hydro–mechanical behaviour on the very small and large strain domain of clayey sand due to non negligible fine fraction. Results showed marked influence of molding water content on the hydro–mechanical behaviour of both clayey sand and crushed aggregate, yet being stronger on the former material. Field investigation involved two full scale trials, a railway and a road trial embankments. In the railway trial embankment the same materials studied on the laboratory investigation were employed. Construction of trial layers with different thicknesses (0.22, 0.30, 0.40 and 0.50m) and different moisture contents (2% dry of optimum, optimum and 2% wet of optimum Modified Proctor) were carried out and state conditions and mechanical properties were evaluated for several energy levels. Focus was given to mechanical evaluation through spot and continuous test methods. Moisture content was found to strongly influences mechanical performance, rather than density, thus reflecting suction effect on mechanical properties. Comparison between laboratory and field results proofs results consistency. Further, continuous mechanical evaluation by means of Portancem` etre represents a great improvement on quality control/quality assurance (Qa/Qc) of compacted layers. In road trial embankment another two materials were employed, which laboratory investigation was conducted in the aim of another doctoral thesis. Construction of trial layers with different thicknesses (0.30, 0.40 and 0.50m) but with similar moisture contents were carried out and, likewise to railway trial embankment, state conditions and mechanical properties were evaluated for several energy levels. Moisture content was found have unnoticeable influence on moduli for the range of moisture content verified in situ. Conversely, dry density seems to influence mechanical properties, as long as moisture content does not vary significantly. Comparison between full scale trial and laboratory results yielded small differences. This results along with the ones obtained from railway trial embankment assumes great importance taking into account that design is based on mechanical properties usually determined from laboratory tests. Parallel to this study, an experimental program was carried out on road embankment to monitor, on one hand, layer in–ground vibrations during application of impact loads and vibrating loads and, on the other hand, to monitor roller drum roller during compaction seeking to explore the relationship between loads and underlying material mechanical properties. Accelerometers and strain gauges were buried on the capping layer enabling measurement of dynamic response and total strains. In–ground dynamic response reflect a single modulus, though different moduli obtained from dynamic tests performed at layer surface. Further, vertical drum behaviour was found to be sensitive to changes in underlying material stiffness and to be related with in–ground dynamic response.
Os aspectos importantes que governam os aterros ferroviários, nomeadamente linhas férreas de alta velocidade, são, por um lado, os elevados requisitos durante a construção (qualidade dos materiais, limites para as condições de estado e para as propriedades mecânicas) associadas a um tempo de construção reduzido e, por outro lado, os elevados requisitos relativos aos assentamentos residuais durante as condições de serviço, que são inerentes ao comportamento mecânico durante e após a construção. Assim, a avaliação mecânica através de ensaios mecanicistas deverá desempenhar um papel preponderante num processo que integra a prospeção, o projecto, a construção e a manutenção. Neste contexto os aterros experimentais assumem grande importância quer na definição das condições de compactação, quer na promoção do controlo de compactação em contínuo visando atingir os elevados requisitos de qualidade e a redução do tempo de construção. Tal é desenvolvido no presente estudo que envolve a investigação avançada em laboratório e em campo de diferentes materiais. A campanha de laboratório foi realizada sobre dois materiais, uma areia argilosa e um agregado britado, utilizados na investigação de campo. O ´índice de vazios foi fixado para cada material tendo-se feito variar o teor em água de modo a reproduzir as condições de estado em campo. Os parâmetros de resistência e de rigidez foram determinados através de ensaios triaxiais. Foi dado especial enfoque ao comportamento hidro–mecânico no domínio das muito pequenas e grandes deformações da areia argilosa devido à fracção fina não negligenciável. Os resultados obtidos mostram clara influência do teor em àgua no comportamento hidro–mecânico de ambos os materiais, sendo essa influência mais evidente na areia argilosa. O estudo de campo compreendeu dois aterros experimentais, um aterro ferroviário e um aterro rodoviário. Os mesmos materiais estudados em laboratório foram utilizados no aterro ferroviário. Procedeu-se `a construção de camadas experimentais com diferentes espessuras (0.22, 0.30, 0.40 and 0.50m) e diferentes teores em ´agua (2% do lado seco do ótimo, ótimo e 2% do lado húmido do ótimo em relação ao Proctor Modificado) e `a avaliação das condições de estado e do comportamento mecânico para vários n´níveis de energia. Especial enfoque foi dado `a avaliação mecânica através de ensaios pontuais e contínuos. Os resultados mostraram grande influência do teor em água, maior do que a influência da densidade, no comportamento mecânico dos materiais o que reflete o efeito da sucção nas propriedades mecânicas. A comparação entre os resultados de campo e de laboratório confirmou a consistência dos mesmos. Para além disso, concluiu-se que a avaliação mecânica em contínuo por meio da utilização do Portancemètre representa um progresso significativo no controlo/garantia de qualidade das camadas compactadas. O aterro experimental rodoviário envolveu a utilização de dois materiais, cujo estudo laboratorial foi desenvolvido no âmbito de outra tese doutoral. As camadas experimentais foram construídas com diferentes espessuras (0.30, 0.40 and 0.50m), mas com teores em ´agua semelhantes e, assim como para o aterro ferroviário, as condições de estado e o comportamento mecânico foram avaliados para vários n´níveis de energia. Para os teores em ´agua encontrados em campo verificou-se que o teor em ´agua teve pouca influência no módulo das camadas. Pelo contrário, a densidade seca parece influenciar as propriedades mecânicas, desde que não se verifique uma grande variação do teor em água. A comparação dos resultados de campo com os de laboratório mostraram pequenas diferenças. Na linha do concluído para o aterro experimental ferroviário, estes resultados assumem grande importância se se tiver em conta que o projecto tem por base as propriedades mecânicas dos materiais determinadas em laboratório. Paralelamente a este estudo, no aterro rodoviário realizou-se um programa experimental visando, por um lado, a monitorização de vibrações em profundidade durante a aplicação de cargas de impacto e visando, por outro lado, a monitorização do rolo do cilindro procurando explorar a relação entre as cargas aplicadas e as propriedades mecânicas. Acelerómetros e extensómetros foram instalados em profundidade na camada de leito de pavimento permitindo a medição da resposta dinâmica e das extensões totais. A resposta dinâmica em profundidade reflete um único módulo, apesar de diferentes módulos obtidos através dos ensaios dinâmicos realizados à superfície. Para além disso, verificou-se que o comportamento do rolo do cilindro é sensível à mudança de rigidez do material e que está relacionado com a resposta dinâmica em profundidade.
Libros sobre el tema "Task Structural Response Scale"
Mehmet, Çelebi, Phan Long T. 1958-, National Institute of Standards and Technology (U.S.) y Geological Survey (U.S.), eds. Measurement of structural response characteristics of full-scale buildings: Selection of structures. Menlo Park, CA: U.S. Dept. of the Interior, U.S. Geological Survey, 1991.
Buscar texto completoA, Crivelli Luis, Roux F. X y United States. National Aeronautics and Space Administration., eds. A transient FETI methodology for large-scale parallel implicit computations in structural mechanics. Boulder, Colo: Center for Space Structures and Controls, College of Engineering, University of Colorado, 1992.
Buscar texto completoVirendra, Kumar y United States. National Aeronautics and Space Administration., eds. Probabilistic analysis of large-scale composite structures using the IPACS code. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.
Buscar texto completoLiang, Percy, Michael Jordan y Dan Klein. Probabilistic grammars and hierarchical Dirichlet processes. Editado por Anthony O'Hagan y Mike West. Oxford University Press, 2018. http://dx.doi.org/10.1093/oxfordhb/9780198703174.013.27.
Texto completoA transient FETI methodology for large-scale parallel implicit computations in structural mechanics: Progress report, part II. Boulder, Colo: College of Engineering, University of Colorado, 1993.
Buscar texto completoSanders, Matthew R. y Trevor G. Mazzucchelli, eds. The Power of Positive Parenting. Oxford University Press, 2017. http://dx.doi.org/10.1093/med-psych/9780190629069.001.0001.
Texto completoSoriano-Mas, Carles y Ben J. Harrison. Brain Functional Connectivity in OCD. Editado por Christopher Pittenger. Oxford University Press, 2017. http://dx.doi.org/10.1093/med/9780190228163.003.0024.
Texto completoKonrad, Kerstin, Adriana Di Martino y Yuta Aoki. Brain volumes and intrinsic brain connectivity in ADHD. Oxford University Press, 2018. http://dx.doi.org/10.1093/med/9780198739258.003.0006.
Texto completoManuel José Cepeda, Espinosa y Landau David. Part Two Rights, 6 Social Rights. Oxford University Press, 2017. http://dx.doi.org/10.1093/law/9780190640361.003.0006.
Texto completoThaler, Gregory. The Twenty-First Century Agricultural Land Rush. Editado por Ronald J. Herring. Oxford University Press, 2014. http://dx.doi.org/10.1093/oxfordhb/9780195397772.013.017.
Texto completoCapítulos de libros sobre el tema "Task Structural Response Scale"
Qi, Yue, Ruqing Zhong, Benjamin Kaiser, Long Nguyen, Hans Jakob Wagner, Alexander Verl y Achim Menges. "Working with Uncertainties: An Adaptive Fabrication Workflow for Bamboo Structures". En Proceedings of the 2020 DigitalFUTURES, 265–79. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4400-6_25.
Texto completoMeng, Fanzhong, Muammer Ozbek, Daniel J. Rixen y Michel J. L. van Tooren. "Comparison of System Identification Techniques for Predicting Dynamic Properties of Large Scale Wind Turbines by Using the Simulated Time Response". En Structural Dynamics and Renewable Energy, Volume 1, 339–49. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9716-6_31.
Texto completoCarpinteri, Alberto. "Size-scale transition from ductile to brittle failure: structural response vs. crack growth resistance curve". En Current Trends in Concrete Fracture Research, 175–86. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3638-9_12.
Texto completoHanson, Tor D., Audun Otteren y Nils Sødahl. "Response calculation using an enhanced model for structural damping in flexible risers with full scale measurements". En Hydroelasticity in Marine Technology, 63–73. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203751503-8.
Texto completoCammelli, S., H. Nguyen-Sinh y J. García Navarro. "Full-Scale Measurements of the Structural Response of a 63-Storey Mixed-Use High-Rise Under Wind Loading". En Lecture Notes in Civil Engineering, 157–64. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12815-9_13.
Texto completoChui, Wing-Yip y Man-Tak Leung. "The Psychometric Properties of the Individual-Oriented Achievement Motivation Scale-Short Form (IOAMS-SF): By Structural Equation Modelling (SEM) and Item Response Theory (IRT)". En Applied Psychology Readings, 229–48. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2796-3_15.
Texto completoMohamed, H., D. W. Bao y R. Snooks. "Super Composite: Carbon Fibre Infused 3D Printed Tectonics". En Proceedings of the 2020 DigitalFUTURES, 297–308. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4400-6_28.
Texto completoSchmucker, Robin, Nimish Pachapurkar, Shanmuga Bala, Miral Shah y Tom Mitchell. "Learning to Give Useful Hints: Assistance Action Evaluation and Policy Improvements". En Lecture Notes in Computer Science, 383–98. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-42682-7_26.
Texto completoFrønes, Tove Stjern, Andreas Pettersen, Jelena Radišić y Nils Buchholtz. "Equity, Equality and Diversity in the Nordic Model of Education—Contributions from Large-Scale Studies". En Equity, Equality and Diversity in the Nordic Model of Education, 1–10. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-61648-9_1.
Texto completoFalk Erhag, Hanna. "Good Self-Rated Health as an Indicator of Personal Capability in Old Age". En International Perspectives on Aging, 51–63. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-78063-0_5.
Texto completoActas de conferencias sobre el tema "Task Structural Response Scale"
Mravak, Zoran, Je´roˆme de Lauzon, Yun-Suk Chung, Louis Diebold y Eric Baudin. "Strength Assessment of Membrane LNG Tank Structure Based on Direct Calculation of Structural Response". En ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79956.
Texto completoGuo, Zhongheng, Lingyu Sun, Taikun Wang, Junmin Du, Han Li y Yi Cheng. "Scaling Effect on Dynamic Impact Response of Structures in Fluid Fields". En ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-62931.
Texto completoRingsberg, Jonas W., André Liljegren y Ola Lindahl. "Sloshing Impact Response in LNG Membrane Carriers: A Response Analysis of the Hull Structure Supporting the Membrane Tanks". En ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54067.
Texto completoLiu, Weiqin, Songbo Wang y Xuemin Song. "Experimental Research on Hydroelasto-Buckling Response of Ship Model in Extreme Wave by Changing Wave Length". En ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61844.
Texto completoXu, Yang y Hui Li. "Structural Health Diagnosis Under Limited Supervision". En IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1231.
Texto completoKaboudian, A., L. B. Tan, R. K. Jaiman, Y. Chen y V. B. C. Tan. "Semi-Empirical VIV Analysis of Full-Scale Deepwater Composite Risers". En ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23529.
Texto completoBachynski, Erin E. y Trygve Kristiansen. "Reproduction of Monopile Ringing Events in Reduced-Duration Model Tests". En ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61034.
Texto completoGoudey, Clifford A. "Wave Basin Tests of a Novel Offshore Macroalgae Farming System". En SNAME 30th American Towing Tank Conference. SNAME, 2017. http://dx.doi.org/10.5957/attc-2017-0006.
Texto completoNavarro, Jose, Bosch Josep Lluis, Palacín María, Marina Solé, Rita Berger, David Leiva, Francesca Ceppi y Júlia Castellano. "Teamwork: Assessment of teamwork competence in higher education". En Third International Conference on Higher Education Advances. Valencia: Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/head17.2017.5507.
Texto completoCooreman, Steven, Dennis Van Hoecke, Martin Liebeherr, Philippe Thibaux y Hervé Luccioni. "Advanced Constitutive Model for the Accurate Evaluation of the Structural Performance of Welded Pipes in Offshore Applications". En 2018 12th International Pipeline Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/ipc2018-78574.
Texto completoInformes sobre el tema "Task Structural Response Scale"
Marshall, R. D., Long T. Phan y M. Celebi. Measurement of structural response characteristics of full-scale buildings:. Gaithersburg, MD: National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4511.
Texto completoPhan, Long T., Erik M. Hendrickson y Richard D. Marshall. Measurement of structural response characteristics of full-scale buildings:. Gaithersburg, MD: National Institute of Standards and Technology, 1992. http://dx.doi.org/10.6028/nist.ir.4782.
Texto completoMarshall, R. D. y T. Long Phan. Measurement of structural response characteristics of full-scale buildings:. Gaithersburg, MD: National Institute of Standards and Technology, 1992. http://dx.doi.org/10.6028/nist.ir.4884.
Texto completoChowdhury, Mostafiz R., Robert L. Hall y Winston Glenn Davis. Flow-Induced Structural Response of a 1:5-Scale Olmsted Wicket Model. Fort Belvoir, VA: Defense Technical Information Center, abril de 1998. http://dx.doi.org/10.21236/ada344604.
Texto completoPatel, Reena, David Thompson, Guillermo Riveros, Wayne Hodo, John Peters y Felipe Acosta. Dimensional analysis of structural response in complex biological structures. Engineer Research and Development Center (U.S.), julio de 2021. http://dx.doi.org/10.21079/11681/41082.
Texto completoHochman, Ayala, Thomas Nash III y Pamela Padgett. Physiological and Biochemical Characterization of the Effects of Oxidant Air Pollutants, Ozone and Gas-phase Nitric Acid, on Plants and Lichens for their Use as Early Warning Biomonitors of these Air Pollutants. United States Department of Agriculture, enero de 2011. http://dx.doi.org/10.32747/2011.7697115.bard.
Texto completoMertz, G. E. Structural response of the ITP failed filter transportation box to impact and internal pressure, Task 93-034-1. Office of Scientific and Technical Information (OSTI), julio de 1993. http://dx.doi.org/10.2172/10192083.
Texto completoMazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch y 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, noviembre de 2020. http://dx.doi.org/10.55461/zjdn7385.
Texto completoKennedy, R. P., R. H. Kincaid y 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), marzo de 1985. http://dx.doi.org/10.2172/5817815.
Texto completoLeis, Brian. PR-214-163713-R01 Review of Response Requirements and Criteria for Plain Dents. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), enero de 2020. http://dx.doi.org/10.55274/r0011648.
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