Academic literature on the topic 'Aderenti'
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Journal articles on the topic "Aderenti"
Ricciardi, Giuseppe Carlo. "REGIONALISMO DELLA DIFFERENZIAZIONE E RIORDINO DELLE AUTONOMIE INFRAREGIONALI. UN GIOCO (ISTITUZIONALE) “NON A SOMMA ZERO”." Il Politico 254, no. 1 (June 7, 2021): 62–85. http://dx.doi.org/10.4081/ilpolitico.2021.561.
Full textProfiti, Pasquale. "Obiettivo: L'attivitŕ di consulenza di magistrati italiani nei Balcani." QUESTIONE GIUSTIZIA, no. 3 (July 2009): 116–22. http://dx.doi.org/10.3280/qg2009-003011.
Full textCalzati, Viviana, and Paola de Salvo. "Il ruolo delle certificazioni territoriali nello sviluppo turistico dei territori minori: Piemonte, Umbria e Sicilia a confronto." SOCIOLOGIA URBANA E RURALE, no. 99 (November 2012): 99–115. http://dx.doi.org/10.3280/sur2012-099009.
Full textElisabetta Mughini. "Il Movimento di Avanguardie Educative: un modello per la governance dell’innovazione della scuola." IUL Research 1, no. 1 (July 24, 2020): 24–36. http://dx.doi.org/10.57568/iulres.v1i1.36.
Full textRigano, Francesco. "Libertà individuale e rapporti sociali: lo statuto costituzionale del Terzo settore." DIRITTO COSTITUZIONALE, no. 2 (June 2021): 137–58. http://dx.doi.org/10.3280/dc2021-002007.
Full textMaconi, Simone. "Un tentativo di propaganda locale: i protagonisti dell'Istituto fascista di cultura di Milano negli anni Venti." STORIA IN LOMBARDIA, no. 1 (September 2022): 94–114. http://dx.doi.org/10.3280/sil2022-001003.
Full textPorchia, Stefania, Stefano Campostrini, Leonardo Speri, Lara Simeoni, and Mara Brunelli. "Valutare una campagna di promozione: il progetto GenitoriPiů." RIV Rassegna Italiana di Valutazione, no. 50 (December 2012): 23–40. http://dx.doi.org/10.3280/riv2011-050003.
Full textLanfranco, Lorena. "Abusi sessuali su minori istituzionalizzati. Strasburgo condanna la Bulgaria innovando la giurisprudenza sull'art. 3 Conv. eur. dir. Umani." MINORIGIUSTIZIA, no. 2 (January 2022): 232–39. http://dx.doi.org/10.3280/mg2021-002021.
Full textPeano, C., V. Girgenti, E. Mascetti, and F. Sottile. "Educare alla sostenibilita: il caso degli orti scolastici." Revista Campo-Território 9, no. 19 Out. (October 30, 2014): 419–50. http://dx.doi.org/10.14393/rct91928146.
Full textPanico, Angelo. "Un foro nella realtà. Dai circumvisionisti al neo realismo di Carlo Bernari." Forum Italicum: A Journal of Italian Studies 52, no. 2 (March 13, 2018): 377–86. http://dx.doi.org/10.1177/0014585818757423.
Full textDissertations / Theses on the topic "Aderenti"
BOZZI, FRANCESCO. "LE SPIRE DELLA VIPERA. ADERENTI E ADERENZE DENTRO E FUORI LO STATO VISCONTEO-SFORZESCO FRA TRE E QUATTROCENTO." Doctoral thesis, Università degli Studi di Milano, 2021. http://hdl.handle.net/2434/825485.
Full textThe research proposes to investigate the most characteristic and relevant aspects of the treatises of adherentia under the Visconti and Sforza, with the aim of highlighting the development and, above all, the innovative characteristics of a bond which, destined to last in the modern age, offers a new interpretative key to the genetic processes of a "new" statehood at the end of the Middle Age. Those treaties were elastic, flexible and tailored directly on the basis of the contingencies in which they were stipulated, and the bonds of adherentia (or collegatio, accomandatio, recomendisia, and so on) knew a wide diffusion in medieval and renaissance Italy, especially from the middle of the 14th century: they had the aim of coordinating the main powers of the Italian chessboards and the minor realities inside or outside them, especially the rural lords or, in some cases, the communities; summing up, the principalis was guaranteed military support, while the adherens received protection and legitimations of various kinds. The use that the lords – and then the dukes – of Milan made of this instrument is of great interest, as Visconti and Sforza resorted with particular constancy to the link both to consolidate the state-building processes inside the state and the expansion processes outside the principality's borders. Since the middle of the fourteenth century, in fact, the lords of Milan frequently used treaties of adherentia to identify allies close to – or even inside – enemy territories. This mechanism was particularly exploited during the age of Gian Galeazzo Visconti, who made the pressure of his adherentes as effective as possible against the opposing powers (in particular Florence) and made strategic areas such as Romagna and Lunigiana a source of supporters. With the death of the first duke of Milan in 1402 the bond went through a long period of crisis, due to the weakness of Giovanni Maria Visconti, and it was only after his violent death (1412) that Filippo Maria Visconti was able to rebuild, like the state, the network of adherentes, which the third duke declined in a defensive rather than offensive way. When the dynasty became extinct and the Duchy fell into the hands of the Sforza, the bond found itself inserted within the delicate equilibrium of the Italic League, thus becoming a way no longer to wage war, but was rather used to define and profile the spheres of influence, now somehow "stabilised" and no longer subject to excessive shocks. From the point of view of the state-building processes, on the other hand, the bond maintained constant characteristics over time: through the accomandigie, the lords and dukes of Milan managed to better bind the restless noble families that dotted the spaces of the state, particularly in areas such as Piedmont and Emilia. There the bonds, which did not lose their military characteristics, revealed all their potential as elements of coordination and discipline: their fortune resides precisely in their elastic characteristics, which, if on the one hand made the bond so constructed unstable, on the other, substantiated its effective modernity, which guaranteed its long duration (albeit with alternating fortunes) throughout the fifteenth century and beyond.
Trojetto, Luca <1989>. "Integrated Reporting: analisi empirica delle società aderenti al Pilot Programme." Master's Degree Thesis, Università Ca' Foscari Venezia, 2015. http://hdl.handle.net/10579/6775.
Full textCarlucci, Assunta <1989>. "Integrated reporting: analisi empirica delle aziende aderenti al progetto pilota dell’IIRC." Master's Degree Thesis, Università Ca' Foscari Venezia, 2016. http://hdl.handle.net/10579/8103.
Full textMattioli, Teresa. "Il gruppo bancario cooperativo e la perdita di mutualità delle Banche di credito cooperativo aderenti." Doctoral thesis, Luiss Guido Carli, 2020. http://hdl.handle.net/11385/204144.
Full textPulina, Maria Gavina. "Progettazione ed analisi di sistemi strutturali a basso danneggiamento basati su pareti post-tese in calcestruzzo." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Find full textBarbieri, Ranier Adonis. "Modelo numérico para análise à flexão de elementos estruturais com protensão aderente e não aderente." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2003. http://hdl.handle.net/10183/2645.
Full textLazzari, Paula Manica. "Implementação de rotinas computacionais para o projeto automático de peças em concreto com protensão aderente e não aderente." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2011. http://hdl.handle.net/10183/36374.
Full textThis work presents the development of computational algorithms for the automatic design of concrete structures subjected to bonded and unbonded prestressing, according to the Brazilian [NBR6118:2007] and French [Règles BPEL 91] code specifications. The study is justified by the increased use of prestressing in Brazil, due to its many constructive advantages, like reduction in crack incidence and decrease in section dimensions, with the efficient use of higher resistance materials. It is part of a major research developed in the Graduate Program in Civil Engineering - PPGEC/UFRGS, started with the implementation of a numerical model based on the formulation of a hybrid type finite element for prestressed plane frames. Such model, makes possible the use long elements, so that a single finite element can be used for modeling a beam or column, therefore improving computational efficiency. The numerical model considers geometric nonlinearity, cyclic loading and composite construction, allowing different constructive stages. Well established constitutive relations are used for representing material behavior and the Maxwell chain model is used for both concrete and prestressing steel time-dependent responses. A study on the variables needed to implement the numerical model was performed, in order to develop a friendly graphical interface, with the help of Microsoft Visual Basic 2008 Express Edition, a free software that facilitates data acquisition. The implemented computational algorithm performs the verification of the Serviceability Limit States and the Ultimate Limit State, with a view to complementing the original numerical model. Full, partial and limited prestressing situations are considered and checked and, in each case, the Limit State of Decompression, the Limit State of Cracking, the Ultimate Limit State, the final act of prestressing and the Shear Strength are verified. Comparison between design situations according to the Brazilian and French code specifications are presented. In general, it was observed that verifications of the French code were more conservative. This work was focused on the main objective to make the computer program operational for structural design.
Monteiro, Tiago Carvalho Leite. "Análise comparativa dos fatores influentes na tensão última de protensão em cabos aderentes e não aderentes." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2008. http://hdl.handle.net/10183/15300.
Full textUnbonded post-tensioning is characterized for allowing relative displacement between the tendon and the concrete adjacent fiber. The ultimate stress in the unbonded tendon is difficult to be obtained, because it is not only dependent on the deformed shape of a cross section, but on the whole deformations occurring in the tendon profile adjacent concrete. To evaluate this ultimate stress, it is necessary to integrate all curvatures along the whole element, in order to obtain the total tendon elongation. This can only be precisely obtained using numerical tools, due to the non-linear factors involved in the problem. Unbonded post-tensioning is becoming ever more used in Brazilian building construction. The main unbonded post-tensioning system uses the unbonded mono-strand, that joins the benefits of prestressing with the necessary building simplicity. Nevertheless, there is no research effort in Brazil compatible with the construction industry demand. This study seeks to contribute to the development of the national formulations design of unbonded posttensioning elements. This work is a continuation of a research being undertaken at PPGEC/UFRGS. A numerical model able to determine the behavior of unbonded posttensioned elements was first developed, followed by a parametric study about the main parameters influencing the ultimate stress in unbonded tendons. The present work traced a correlation between the results for unbonded elements, obtained from the parametric analysis, with results for bonded elements. The latter are easily obtained, because they are based on the compatibility of strains in the cross section. Numerical and analytical calculations were performed for the same prototypes studied in the previous research, but now considering the existence of bond in the tendons. The results showed greater increments in stress for the bonded cases and also greater ultimate resistance. It was also devised a calculation method able to determine the ultimate stress in the unbonded tendon using an analysis similar to strain compatibility, but with a reduction bond coefficient Lo/L. The initial results obtained for a third-point loading showed a good agreement, but that not happened for the results of distributed and concentrated loads. However, by an adjustment of the Lo/L coefficient, based on the data of the previous research, good agreement was observed for all loading types. The presented methodology was validated by comparing results with other prototypes analyzed by the numerical model, and also results of experimental studies carried out by several authors.
Rossi, Nelson. "Resistencia de aderencia concreto-aço : efeitos da resistencia a compressão do concreto e do comprimento de aderencia." [s.n.], 2002. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258719.
Full textDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil
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Resumo: O ensaio tipo viga RILEM/CEBIFIP - RC 5 é considerado bastante apropriado para determinação da tensão de aderência entre aço e concreto, uma vez que pode estabelecer panorama de. tensões na barra de aço, similar ao verificado na prática. Neste ensaio, parâmetros como a resistência à compressão média do concreto e o comprimento de aderência da barra de aço tem seus valores fixados, respectivamente, entre 22,5 :MPa e 27,5 :MPa, e em 10 vezes o diâmetro da barra. Resultados recentes apresentados na literatura indicam que para resistências à compressão do concreto mais elevadas, o valor do comprimento de aderência da barra deva ser diminuído, sob o risco de não se atingir o limite máximo de deslizamento relativo previsto neste ensaio padrão. Este trabalho pretende oferecer subsídios à futura normatização deste ensaio para o concreto de alta resistência. Parâmetros como a resistência à compressão do concreto e o comprimento de aderência da barra foram avaliados através do estudo experimental de 9 corpos de prova tipo viga, divididos em 3 séries de 3 vigas com resistência a compressão do concreto de aproximadamente 25 :MPa, 50 :MPa e 85 :MPa. Em cada série, com uma mesma resistência à compressão, uma barra de aço com 20 mm de diâmetro teve seu comprimento de aderência fixado em 10, 5 e 3 vezes o diâmetro da barra. Ao final deste trabalho a influência dos parâmetros envolvidos foi, criticamente, avaliada
Abstract: The beam test RILEM/CEB/FIP - RC 5 is considered quite appropriate to determine the bond strength between steel bars and concrete, since it can establish the strength condition in the reinforcing bar, as we verified in practice. In this test, parameters as the compressive strength of the concrete and the bond lengths of the reinforcing bar have their fixed values, respectively, between 22,5 and 27,5 MPa, and 10 times the bar diameter. Recent results presented in the literature indicate that for high-strength concrete, the bond length value should be decreased, under the risk of not reaching the maximum relative slippage limits foreseen in this standard testo This work intends to offer subsidies to the future standardization of this test for the high-strength concrete. Parameters as the compressive strength of concrete and bar bond length were evaluated through the experimental study of 9 specimens type beam, divided in 3 series of 3 beams with compressive strength of the concrete of approximately 25 MPa, 50 MPa and 85 MPa. In each series, with a same compressive strength, a steel bar with a diameter of 20 mm had its bond length fixed in 10, 5 and 3 times of bar diameter. At the end of this work the influence of involved parameters was, critically, evaluated.
Mestrado
Edificações
Mestre em Engenharia Civil
Pinto, Leandro Israel. "ICARU-FB: uma infraestrutura de software aderente à norma IEC 61499." Universidade do Estado de Santa Catarina, 2014. http://tede.udesc.br/handle/handle/2042.
Full textCoordenação de Aperfeiçoamento de Pessoal de Nível Superior
The IEC 61499 standard defines a development model for industrial automation and control, it defines a visual language that can facilitate the implementation of distributed control system. This work presents the proposal and implementation of ICARU-FB, an Open Source multi-platform environment, capable of running the function blocks defined in IEC 61499 on architectures with few computational resources. A virtual machine was designed and implemented to perform networks of function blocks on 8-bit platforms with minimal resources. It was also ported to run on a 64-bit computer. Two case studies were performed in order to verify compliance with IEC 61499. Through the case studies, it was verified that it is possible to meet the requirements of the standard, such as configurability, interoperability and portability. The case studies also demonstrated the ability of the environment to reconfigure the software at runtime.
A norma IEC 61499 define um modelo de desenvolvimento para automação e controle industrial, ela estabelece uma linguagem visual que pode facilitar a implementação de sistemas de controle distribuídos. Esse trabalho apresenta a proposta e implementação do ICARU-FB, um ambiente Open Source multiplataforma, que é capaz de executar a linguagem definida na norma IEC 61499 em arquiteturas com poucos recursos computacionais. Uma maquina virtual foi projetada e implementada para executar redes blocos de funções em plataformas de 8 bits com o mínimo de recursos. Ela também foi portada para executar em um computador de 64 bits. Dois estudos de caso foram realizados a fim de verificar a conformidade com a norma IEC 61499. Através desses estudos de caso, foi verificado que é possível atender aos requisitos da norma IEC 61499, como configurabilidade, interoperabilidade e portabilidade. Os estudos de caso também demonstraram a habilidade do ambiente de reconfigurar o software em tempo de execução.
Books on the topic "Aderenti"
Santorsola, Giuseppe G. L'Andamento dell'occupazione e le sue prospettive nelle aziende ordinarie di credito aderenti all'Assbank, 1975-1984. Milano: ICEB - Iniziative Culturali ed Editoriali Bancare, 1986.
Find full textGuiseppina, Fantozzi, and Roda Riccardo, eds. Edilizia residenziale a Prato, 1966-91: 25 anni di attività del Consorzio comprensoriale pratese fra le cooperative di abitazione aderenti all'ARCAT-Lega. Firenze: Alinea, 1992.
Find full textḲalonimus, Eliyahu ben. Sefer Aderet Eliyahu. [Bruḳlin, N.Y: Aḥim Goldenberg, 1995.
Find full textḲovo, Eliyahu. Shut Aderet Eliyahu. [Monroe, N.Y.] (8 Satmar Dr., Monroe 10950): [Y. Brakh, 1990.
Find full textSantana, João Caboz. O contrato factoring: Sua caracterização e relações factor-aderente. Lisboa: Edições Cosmos, 1995.
Find full textRoiṭman, Y. Ts. ha-Aderet ṿeha-emunah. Bene-Beraḳ: Makhon merkazi le-ḥinukh ule-sifrut "Bet Malkah", 2009.
Find full textHet Bloed in onze aderen. Amsterdam: Prometheus, 2011.
Find full textḤidushe ha-gaʼon ha-Aderet. Brooklyn, N.Y: Mekhon Kitve ha-Aderet be-Ar. ha-B., 2003.
Find full textLoanz, Elijah ben Moses. Sefer Aderet Eliyahu: Perush ha-Zohar. Yerushalayim: Mekhon "Shaʻare Ziṿ", 1998.
Find full textTamar, Ben Menachem, ed. Aderet Eliyahu: Sipur she-hu hisṭoryah. Hod ha-Sharon: A. S. Shṭain, 2017.
Find full textBook chapters on the topic "Aderenti"
Esposito, C., F. Perricone, I. Giurin, M. Escolino, and A. Settimi. "Lisi di aderenze." In Videochirurgia pediatrica, 185–89. Milano: Springer Milan, 2010. http://dx.doi.org/10.1007/978-88-470-1797-9_21.
Full textFernandes, Ewerton da Silva, Julierme de Siqueira Farias, and Paulo Sérgio de Sena. "A FERRAMENTA CULTURAL “SANTA CRUZ” ADERENTE À CONSERVAÇÃO." In Ecologia e Conservação, 73–83. Atena Editora, 2021. http://dx.doi.org/10.22533/at.ed.0452109027.
Full textSantos, Lorena Cardoso Borges dos, Cristiano Silva Silveira, Rafael de Oliveira Gomes, Carlos Cesar Barioni de Oliveira, Denis Antonelli, and Jairo Eduardo de Barros Alvares. "TARIFA BINÔMIA PARA CONSUMIDORES DO GRUPO B: UMA PROPOSTA ADERENTE AO ATUAL ARCABOUÇO REGULATÓRIO BRASILEIRO." In A Produção do Conhecimento na Engenharia Elétrica, 40–51. Atena Editora, 2019. http://dx.doi.org/10.22533/at.ed.6511929054.
Full textParizi, Fernando Machado. "COMPARAÇÃO DE ARMADURA MÍNIMA EM VIGAS PROTENDIDAS EM PÓS-TRAÇÃO ADERENTE COM CAD E CRF." In Collection: Applied civil engineering 2, 45–57. Atena Editora, 2022. http://dx.doi.org/10.22533/at.ed.7422226045.
Full textCampos Junqueira, Fernanda, Jessica Andrade Costa, Jordana Peres Padovani, and Tiago Braga. "CERTIFICAÇÃO PECIM: A PESQUISA CIENTÍFICA COMO SUPORTE ÀS POLÍTICAS PÚBLICAS EDUCACIONAIS." In O Programa Nacional das Escolas Cívico-Militares da concepção do modelo aos primeiros resultados: Relatos e experiências de pesquisadores, gestores e educadores das Escolas Cívico-Militares, 369–83. Ibict, 2022. http://dx.doi.org/10.22477/9786589167396.cap14.
Full textCanto, Cleunisse Aparecida Rauen de Luca. "Relação universidade e empresa: estudos acadêmicos e experiência prática no contexto do modelo alemão de educação dual." In EDUCAÇÃO AS PRINCIPAIS ABORDAGENS DESSA ÁREA V.02. Seven Editora, 2023. http://dx.doi.org/10.56238/sevedi76016v22023-069.
Full textKaczmarek, Tomasz. "Pirandello a Łódź ovvero Adam Hanuszkiewicz mette in scena Così è (se vi pare)." In Sperimentare ed esprimere l’italianità. Aspetti letterari e culturali. Doświadczanie i wyrażanie włoskości. Aspekty literackie i kulturowe. Wydawnictwo Uniwersytetu Łódzkiego, 2021. http://dx.doi.org/10.18778/8220-478-0.15.
Full textAlencar, Gliner Dias, and Hermano Perrelli de Moura. "PROPOSTA DE ESTRATÉGIA DE MATURIDADE E PRIORIZAÇÃO PARA SEGURANÇA DA INFORMAÇÃO BASEADA NA ISO/IEC 27001 E 27002 ADERENTE AOS PRINCÍPIOS DA GOVERNANÇA ÁGIL." In Princípios e aplicações da computação no brasil, 82–98. Antonella Carvalho de Oliveira, 2019. http://dx.doi.org/10.22533/at.ed.4691916019.
Full textEDUARDO CARDOSO, MELO, SILVA GABRIEL DA, and CRUZ MATEUS ARAÚJO. "GESTÃO INFORMATIZADA DE UM SETOR DE ASSISTÊNCIA ESTUDANTIL: UM ESTUDO DE CASO NO IFMG – CAMPUS BAMBUÍ." In Perspectivas das Engenharias na Sociedade 5.0: Educação, Ciência, Tecnologia e Amor, 62–81. Instituto Internacional Despertando Vocações, 2020. http://dx.doi.org/10.31692/978-65-88970-06-5.62-81.
Full textConference papers on the topic "Aderenti"
Almeida, Carlos Diego A., Thiago C. Macedo, and Adriano B. Albuquerque. "A continuidade da execução dos processos de software em empresas avaliadas no MPS.BR." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2011. http://dx.doi.org/10.5753/sbqs.2011.15392.
Full textBenin, Daniel Vinicius, and Fábio Albino de Souza. "ARMADURA MÍNIMA PASSIVA EM LAJES PROTENDIDAS ADERENTES E NÃO ADERENTES UTILIZANDO CONCRETOS CONVENCIONAIS." In Caderno especial dos melhores artigos do 62º Congresso Brasileiro do Concreto. IBRACON, 2021. http://dx.doi.org/10.4322/2175-8182.62cbc038.
Full textDos Santos Jr., Antônio F., Vandermi J. Da Silva, and Vicente F. de Lucena Jr. "Desenvolvimento de um Processo de Software Aderente à ISO 9001:2000 Baseado no Processo Ágil Scrum." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2008. http://dx.doi.org/10.5753/sbqs.2008.15556.
Full textRiano Jaimes, Cristhian Ivan, Alberto Alvares, Joao Carlos Espindola Ferreira, and Julio Cesar Benavente. "MODELO DE INTEGRAÇÃO PARA INSPEÇÃO EM MALHA FECHADA ADERENTE A STEP-NC." In Congresso Brasileiro de Engenharia de Fabricação. ABCM, 2017. http://dx.doi.org/10.26678/abcm.cobef2017.cof2017-0290.
Full textMarçal, Ana Sofia Cysneiros, and Maria Elizabeth Sucupira Furtado. "Scrummi: Um processo de gestão ágil baseado no Scrum e aderente ao CMMI." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2010. http://dx.doi.org/10.5753/sbqs.2010.15451.
Full textRodrigues, Cesar A., Álvaro F. Santos, Thiago L. Paiva, and Marcelo W. Barbosa. "Institucionalização de processo aderente ao CMMI-DEV ML3 em uma empresa exportadora de software." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2008. http://dx.doi.org/10.5753/sbqs.2008.15558.
Full textKnob, Flávio, Filipi Silveira, Afonso Inácio Orth, and Rafael Prikladnicki. "RiskFree – Uma Ferramenta de Gerenciamento de Riscos Baseada no PMBOK e Aderente ao CMMI." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2006. http://dx.doi.org/10.5753/sbqs.2006.15610.
Full textMarçal, Ana Sofia C., Cibele De Ataíde F. Buchmann, Elisabeth M. Morais, and Teresa Maria De Medeiros Maciel. "Implantando uma Gestão Colaborativa de Processos aderente ao CMMI em um Instituto de Inovação." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2007. http://dx.doi.org/10.5753/sbqs.2007.15590.
Full textRosalem, Gabriel S., Estevam B. de Las Casas, Libardo A. G. Torres, and Thiago P. Lima. "Modelagem numérica da migração de células aderentes em meios porosos." In XXXVIII Iberian-Latin American Congress on Computational Methods in Engineering. Florianopolis, Brazil: ABMEC Brazilian Association of Computational Methods in Engineering, 2017. http://dx.doi.org/10.20906/cps/cilamce2017-1031.
Full textFagundes, Valquíria M., Sílvia R. Lopes, and Raquel M. P. Gutierrez. "Método otimizado de avaliação de processos." In Simpósio Brasileiro de Qualidade de Software. Sociedade Brasileira de Computação - SBC, 2013. http://dx.doi.org/10.5753/sbqs.2013.15288.
Full text