Academic literature on the topic 'End blocks'
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Journal articles on the topic "End blocks"
Perko, Roland, Hannes Raggam, and Peter M. Roth. "Mapping with Pléiades—End-to-End Workflow." Remote Sensing 11, no. 17 (September 1, 2019): 2052. http://dx.doi.org/10.3390/rs11172052.
Full textBirman, A. R., S. A. Ugryumov, A. A. Tambi, F. V. Svoykin, and V. F. Svoykin. "Glued Floor Coverings Based on Wooden End Blocks." Polymer Science, Series D 15, no. 3 (July 25, 2022): 400–403. http://dx.doi.org/10.1134/s1995421222030078.
Full textLi, Yaqin, Binbin Han, Shan Zeng, Shengyong Xu, and Cao Yuan. "End-to-End Point Cloud Completion Network with Attention Mechanism." Sensors 22, no. 17 (August 26, 2022): 6439. http://dx.doi.org/10.3390/s22176439.
Full textTan, Yu-an, Xinting Xu, Chen Liang, Xiaosong Zhang, Quanxin Zhang, and Yuanzhang Li. "An end-to-end covert channel via packet dropout for mobile networks." International Journal of Distributed Sensor Networks 14, no. 5 (May 2018): 155014771877956. http://dx.doi.org/10.1177/1550147718779568.
Full textHatano, Hideaki, Masayuki Yamakami, Yuuki Sakaguchi, Koichi Kobayashi, and Keitetsu Rokugo. "Securing Bridge Girder-End Gap during Earthquake Using Large-Deformation Blocks." Applied Mechanics and Materials 82 (July 2011): 551–58. http://dx.doi.org/10.4028/www.scientific.net/amm.82.551.
Full textManchikanti, Laxmaiah. "Accuracy of Diagnostic Lumbar Facet Joint Nerve Blocks: A 2-Year Follow-Up of 152 Patients Diagnosed with Controlled Diagnostic Blocks." September 2009 5;12, no. 5;9 (September 14, 2009): 855–66. http://dx.doi.org/10.36076/ppj.2009/12/855.
Full textManchikanti, Laxmaiah. "Making Sense of the Accuracy of Diagnostic Lumbar Facet Joint Nerve Blocks: An Assessment of the Implications of 50% Relief, 80% Relief, Single Block, or Controlled Diagnostic Blocks." Pain Physician 2;13, no. 1;2 (March 14, 2010): 133–43. http://dx.doi.org/10.36076/ppj.2010/13/133.
Full textBurns, Adam B., and Richard A. Register. "Mechanical Properties of Star Block Polymer Thermoplastic Elastomers with Glassy and Crystalline End Blocks." Macromolecules 49, no. 24 (December 9, 2016): 9521–30. http://dx.doi.org/10.1021/acs.macromol.6b02175.
Full textOhme, Bruce W., Mark R. Larson, Bhal Tulpule, and Alireza Behbahani. "Characterization of Circuit Blocks for Configurable Analog-Front-End." Additional Conferences (Device Packaging, HiTEC, HiTEN, and CICMT) 2014, HITEC (January 1, 2014): 000146–53. http://dx.doi.org/10.4071/hitec-wa13.
Full textLo Verso, Federica, and Christos N. Likos. "End-functionalized polymers: Versatile building blocks for soft materials." Polymer 49, no. 6 (March 2008): 1425–34. http://dx.doi.org/10.1016/j.polymer.2007.11.051.
Full textDissertations / Theses on the topic "End blocks"
Ghorbanzadeh, Mohammad. "Resource Allocation and End-to-End Quality of Service for Cellular Communications Systems in Congested and Contested Environments." Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/64390.
Full textPh. D.
Rashtian, Hooman. "On the use of body biasing to improve the performance of CMOS RF front-end building blocks." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/44723.
Full textKraemer, Michael. "Design of a low-power 60 GHz transceiver front-end and behavioral modeling and implementation of its key building blocks in 65 nm CMOS." Phd thesis, INSA de Toulouse, 2010. http://tel.archives-ouvertes.fr/tel-00554674.
Full textKraemer, Michael M. "Design of a low-power 60 GHz transceiver front-end and behavioral modeling and implementation of its key building blocks in 65 nm CMOS." Thesis, Toulouse, INSA, 2010. http://www.theses.fr/2010ISAT0027/document.
Full textWorldwide regulations for short range communication devices allow the unlicensed use of several Gigahertz of bandwidth in the frequency band around 60GHz. This 60GHz band is ideally suited for applications like very high data rate, energy-autonomous wireless sensor networks or Gbit/s multimedia links with low power constraints. Not long ago, radio interfaces that operate in the millimeter-wave frequency range could only be realized using expensive compound semiconductor technologies. Today, the latest sub-micron CMOS technologies can be used to design 60GHz radio frequency integrated circuits (RFICs)at very low cost in mass production. This thesis is part of an effort to realize a low power System in Package (SiP) including both the radio interface (with baseband and RF circuitry) and an antenna array to directly transmit and receive a 60GHz signal. The first part of this thesis deals with the design of the low power RF transceiver front-end for the radio interface. The key building blocks of this RF front-end (amplifiers, mixers and a voltage controlled oscillator (VCO)) are designed, realized and measured using the 65nm CMOS technology of ST Microelectronics. Full custom active and passive devices are developed for the use within these building blocks. An important step towards the full integration of the RF transceiver front-end is the assembly of these building blocks to form basic transmitter and receiver chips. Circuits with small chip size and low power consumption compared to the state of the art have been accomplished.The second part of this thesis concerns the development of behavioral models for the designed building blocks. These system level models are necessary to simulate the behavior of the entire SiP, which becomes too complex when using detailed circuit level models. In particular, a novel technique to model the transient, steady state and phase noise behavior of the VCO in the hardware description language VHDL-AMS is proposed and implemented. The model uses a state space description to describe the dynamic behavior of the VCO. Its nonlinearity is approximated by artificial neural networks. A drastic reduction of simulation time with respect to the circuit level model has been achieved, while at the same time maintaining a very high level of accuracy
Lee, Minjae. "Design, Synthesis and Self-Assembly of Polymeric Building Blocks and Novel Ionic Liquids, Ionic Liquid-Based Polymers and Their Properties." Diss., Virginia Tech, 2010. http://hdl.handle.net/10919/77166.
Full textPh. D.
Logullo, Bárbara Gonçalves. "Influência do graute e da taxa de armadura no comportamento da alvenaria de blocos de concreto /." Ilha Solteira : [s.n.], 2006. http://hdl.handle.net/11449/91493.
Full textBanca: Jorge Luis Akasaki
Banca: João Bento de Hanai
Resumo: Apresenta-se neste trabalho uma investigação experimental do comportamento da alvenaria estrutural de blocos de concreto, resistência à compressão axial e módulo de elasticidade, em função do emprego de blocos de diferentes resistências, na presença de grautes de resistências variadas e também da existência ou não de armaduras, aplicadas em distintas taxas. Desse modo, são apresentados e comentados os resultados de ensaios de compressão axial em unidades, prismas de três blocos e pequenas paredes, montados com um só tipo de argamassa, mas com blocos de duas resistências distintas, designadas B1 e B2. Os elementos ensaiados são vazios e também preenchidos com grautes de duas resistências, definidas G1 e G2. Além destes, também são ensaiados prismas e paredes armadas, com taxas de armadura ñ 1, ñ 2 e ñ 3. Portanto, são realizados ensaios em prismas e paredes vazias, prismas e paredes grauteadas com as diferentes combinações de classes de bloco e graute e com a combinação de blocos, grautes e taxas de armadura. Com os resultados obtidos foi verificado que o grauteamento praticamente dobrou a resistência do prisma grauteado, e, nas paredes o acréscimo foi médio de 80%, comparado com prisma e parede vazia na área bruta, porém esse aumento não foi proporcional à relação efetiva de áreas. Os prismas grauteados apresentaram diminuição na deformação de ruptura com a utilização de grautes mais rígidos, e, o grauteamento homogeneizou o comportamento de deformabilidade da alvenaria e do bloco que a constitui, no prisma e na parede. Constatou-se, também, que as armaduras não alteraram o comportamento estrutural dos prismas e paredes, nem na sua resistência à compressão axial e nem na sua deformabilidade.
Abstract: It is presented in this work an experimental investigation of the structural mansory of concrete blocks behavior, resistance to axial compression and elastic modulus, in function of the utilization of blocks of different resistances, with the presence of grout of varying resistances and the existance or not of armour, applied in distinct taxes. By this way, it's shown and commented the trials results of axial compression in units, three-block prisms and small walls, manufactured with just one type of mortar, but with blocks with two distincts resistances, called B1 and B2. The tested elements are empty and filled with grout of two resistances, defined as G1 and G2. Besides them, armoured prism and walls were tested too, with armour taxes called ñ 1, ñ 2 and ñ 3. Hence, the trials are executed in empty prisms and walls, grouted prisms and walls with the different combinations of classes of blocks and grouts and with the combination of blocks, grouts and armour taxes. With the obtained results, it was verified that the grout almost doubled the resistance of the grouted prism and, in walls there was an 80% increase, compared with empty prism and walls in brute area, although this increase was not proportional to the effective relation of areas. The grouted prisms presented a decrease in rupture deformation with the utilization of more rigid grouts, and the grout smoothed the deformability behaviour in mansory and in the block that form it, in prisms and walls. It was noticed too, that the armour do not alter the structure behavior of prisms and walls, not even in theirs resistance to axial compression force, neither to theirs deformability.
Mestre
Escurra, Jorge Jose. "Optimal Irrigation Management for Sloping Blocked-End Borders." DigitalCommons@USU, 2008. https://digitalcommons.usu.edu/etd/214.
Full textFelipe, Alexsandro dos Santos. "Contribuição para a otimização de traços de concreto utilizados na produção de blocos estruturais /." Ilha Solteira : [s.n.], 2010. http://hdl.handle.net/11449/91466.
Full textAbstract: Given the substantial growth of structural masonry in Brazil, many concrete block companies have seen the need to optimize their production process, since more challenging projects require greater quality control. This study proposes to improve the production of concrete artifacts by means of simple optimizations that reduce costs and ensure the company's efficient production. Studying in depth the various parameters of the formation of dry concrete trace, such as cohesion, texture, density energy and axial compressive strength, all the particularities interdependent on one another become very complex when assessed in a single study. However, proposing a study that collects the information submitted by various authors, expedites optimizing and creating a research study which may assist in improving the dosage for dried concrete, particularly in the manufacture of structural blocks. In this study, some commonly used manufacturing equipment, such as concrete artifacts, were laboratory-adapted, enabling a direct correlation of the cylindrical specimens with the blocks. One of the adjustments is the study based on the standardization of compaction energy, provided by the mini-proctor testing equipment, thus simulating the vibro press machine. Other correlations such as cohesion and compressive strength were also obtained in the laboratory, therefore reducing the constant interferences in the plant's production process, observed in many other studies. In this manner, it was possible to reliably assess the results. The study was conducted in three stages, always seeking the highest compressed dry specific mass of the mixture of aggregates. In the first stage, only two aggregates were used (fine sand and pebbles), commonly used at the plant. The second stage included adding the coarse sand and stone powder to correct the lack of resistance promoted by the high amount of fine sand from... (Complete abstract click electronic access below)
Orientador: Jefferson Sidney Camacho
Coorientador: Maria da Consolação F. de Albuquerque
Banca: Jorge Luís Akasaki
Banca: Paulo César Primo Agostinho
Mestre
Silva, Ana Flávia da. "Avaliação da resistência à compressão da alvenaria estrutural /." Ilha Solteira : [s.n.], 2007. http://hdl.handle.net/11449/91473.
Full textBanca: Rogério de Oliveira Rodrigues
Banca: Paulo César Primo Agostinho
Resumo: Atualmente, a construção em alvenaria estrutural toma como base para determinação da resistência das paredes, a resistência de corpos-de-prova prismáticos, constituídos por dois blocos. Este tipo de ensaio é especificado por norma, mas apresenta problemas já bastante conhecidos, como a alteração do valor de sua resistência devido ao confinamento causado pelos pratos da prensa. Esta mesma norma também especifica o ensaio de paredes em tamanho real, que são tão onerosos e de difícil execução, que são poucos os laboratórios capazes de realizá-los. Para complementar as indicações feitas pela norma brasileiras, os laboratórios de pesquisa utilizam outros tipos de corpo-de-prova, como o prisma de três blocos, que atende às necessidades de praticidade sem apresentar a inconveniência da alteração no valor de sua resistência devido ao confinamento pelos pratos da prensa. Mas este corpo-de-prova ainda está longe de representar fielmente a alvenaria final, sendo sua resistência maior que a da parede. Com o presente trabalho deseja-se investigar, de forma ampla, a resistência à compressão e a deformação da alvenaria estrutural de blocos de concreto, utilizando-se de diferentes tipos de corpos-de-prova, compostos por blocos e argamassas de diferentes resistências. Foram utilizados dois tipos de blocos e quatro tipos de argamassas. Estas últimas podem ser divididas, segundo à sua origem, em mistas e industrializadas. Para analisar a influência do tipo de argamassa, foi definido que uma das argamassas industrializadas tivesse resistência próxima a de uma das mistas. Os corpos-de-prova utilizados foram: prisma de dois blocos, prisma de três blocos, painel de (45x60) cm, painel de (90x100) cm e parede de (90x240) cm. Portanto, foram realizadas várias séries de ensaio, com a combinação dos três fatores condicionantes: geometria do corpo-de-prova, resistência... (Resumo completo, clicar acesso eletrônico abaixo)
Abstract: Currently, the strength of the structural masonry is based on the strength of prismatic specimens, built by two blocks. This type of test is specified by a Brazilian standard, but it presents some problems, such as the alteration of its strength value due to the confinement caused by the machine plates. The same standard also specifies the test of walls in real size, but they are too expensive and its execution is very difficult, so few laboratories are able to carry them out. Trying to attenuate such reality, research centers use other types of specimens, such as the prism of three blocks, which is easy to build and doesn't present the inconvenience of the alteration of its strength value due to the confinement caused by the machine plates. But this kind of specimen is still far from representing, satisfactorily, the masonry: its strength is quite bigger than the masonry one. In this context, the present work aim to investigate, widely, the compressive strength and the deformation of the concrete structural masonry, using different types of specimens, built by blocks and mortars with different strengths. Two types of blocks and four types of mortars were used. These last ones can be divided, according to its origin, in mixing and industrialized. In order to analyze the influence of the type of mortar, it was defined that the strength of one of the industrialized mortar had to be next to one of the mixing. The specimens used were: prism of two blocks, prism of three blocks, panel of (45x60) cm, panel of (90x100) cm and wall of (90x240) cm. Therefore, many series of tests were carried out, with the combination of the three factors: type of specimen, block strength and mortar strength. The results were compared with values found in literature in order to conclude new trends or to reaffirm old theories about the efficiency interval of concrete structural masonry. The deformation was... (Complete abstract click electronic access below)
Mestre
Dameron, Bryant Mark. "Walk 14 Blocks." VCU Scholars Compass, 2007. http://scholarscompass.vcu.edu/etd/1431.
Full textBooks on the topic "End blocks"
Itani, Rafik Y. Design of prestressed concrete girders without end blocks. [Olympia?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1986.
Find full textSaltzman, Joel. If you're writing, let's talk: A road map past writers' blocks from page one to the end. Rocklin, CA: Prima Pub., 1997.
Find full textItani, Rafik Y. Design of continuous bridges using precast, prestressed concrete girders without end blocks: Final report, Research Project Y-3400, Task 14. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1987.
Find full textill, Cartwright Reg, ed. The lot at the end of my block. New York: Hyperion Books for Children, 2001.
Find full textauthor, Causee Linda, ed. 100 any-size flower blocks. Maumelle, Arkansas: Leisure Arts, Inc., 2014.
Find full textŌmae, Kenʾichi. The end of the nation state: The rise of regional economies. New York: Free Press, 1995.
Find full textThe end of the nation state: The rise of regional economies. London: HarperCollins, 1995.
Find full textD'Alessandro, Edward A. The Ginney Block: Reminiscences of an Italian-American dead-end-street kid. Baltimore, MD (1001 N. Calvert St., Baltimore, MD 21202): Gateway Press, 1988.
Find full textMin zu guo jia de zhong jie: Wu guo jie de shi jie = The end of the nation state. [Taipei]: Li xu wen hua shi ye you xian gong si, 1996.
Find full textOpen University. Society and Social Science: a Foundation Course Team. D103 end notes for Block 7: For use with Side B of Audio-cassette 7. [Milton Keynes]: Open University, 1992.
Find full textBook chapters on the topic "End blocks"
Engelstein, Geoffrey, and Isaac Shalev. "Game End and Victory." In Building Blocks of Tabletop Game Design, 213–60. 2nd ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003179184-5.
Full textEngelstein, Geoffrey, and Isaac Shalev. "Game End and Victory." In Building Blocks of Tabletop Game Design, 163–205. Boca Raton, FL : Taylor & Francis, 2019.: CRC Press, 2019. http://dx.doi.org/10.1201/9780429430701-5.
Full textTerry, Richard M. "Tight End Mackey Blocks Commissioner Rozelle." In Sports and the Law, 187–89. New York: Routledge, 2021. http://dx.doi.org/10.4324/9781003249931-35.
Full textTsang, Tommy, Kuan-Yu Lin, Karim Allidina, and Mourad El-Gamal. "Low Power UWB Circuits: Front-End Building Blocks." In Series on Integrated Circuits and Systems, 53–83. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-9917-5_4.
Full textLauwers, Erik, and Georges Gielen. "High-Level Power Estimation of Analog Front-End Blocks." In Low-Power Design Techniques and CAD Tools for Analog and RF Integrated Circuits, 83–105. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/0-306-48089-1_5.
Full textTung, L. H., and G. Y. Lo. "Diene Triblock Polymers with Styrene-Alpha-Methylstyrene Copolymer End Blocks." In Advances in Elastomers and Rubber Elasticity, 129–42. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4757-1436-4_7.
Full textRokugo, K., H. Hatano, T. Nakashima, Y. Sakaguchi, M. Yamakami, and K. Kobayashi. "Shock-Absorbing Blocks Made of HPFRCC for Better Girder-End Structures." In High Performance Fiber Reinforced Cement Composites 6, 305–12. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_37.
Full textSenani, Raj, D. R. Bhaskar, and A. K. Singh. "Other Building Blocks Having MTC or CC at Front-end and Their Applications." In Current Conveyors, 349–67. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-08684-2_11.
Full textOtto, Thomas. "Risks and Hazards of Particle Accelerator Technologies." In Safety for Particle Accelerators, 5–54. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57031-6_2.
Full textWeik, Martin H. "end block underline." In Computer Science and Communications Dictionary, 518. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_6175.
Full textConference papers on the topic "End blocks"
Shames, Peter M. "Interoperable End-to-End Space Communications Architectures Using CCSDS Building Blocks." In SpaceOps 2016 Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2016. http://dx.doi.org/10.2514/6.2016-2340.
Full textLan, Tian, Sen Li, Yilan Lyu, Chuan Peng, and Qiao Liu. "An End-to-End Speech Enhancement Framework Using Stacked Multi-scale Blocks." In 2019 IEEE 19th International Conference on Communication Technology (ICCT). IEEE, 2019. http://dx.doi.org/10.1109/icct46805.2019.8947298.
Full textNorhudha Sarif, Siti, Sufian Idris, and Abdullah Mohd Zin. "The design of blocks integration tool to support end-user programming." In 2011 International Conference on Electrical Engineering and Informatics (ICEEI). IEEE, 2011. http://dx.doi.org/10.1109/iceei.2011.6021657.
Full textWang, Yaxi, Ziyun Tong, Qiangsheng Yin, and Xin Chen. "Garbage Sorting and Recycling System of the Master and Slave Stations in Commercial Blocks." In 13th International Conference on Applied Human Factors and Ergonomics (AHFE 2022). AHFE International, 2022. http://dx.doi.org/10.54941/ahfe1002180.
Full textDalzhonak, Andrei, and Aliaksandr Bakatovich. "Wall blocks based on the aggregates from plant wastes." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.037.
Full textThayne, I. "Front-end building blocks using the Glasgow 0.2 μm GaAs MESFET process." In IEE Colloquium on RF and Microwave Circuits for Commercial Wireless Applications. IEE, 1997. http://dx.doi.org/10.1049/ic:19970168.
Full textEvans, H., A. Gilfedder, and A. Kennedy. "B115 A sticky end to wrong-sided blocks: a quality improvement project to reduce the incidence of wrong-sided peripheral nerve blocks." In ESRA Abstracts, 39th Annual ESRA Congress, 22–25 June 2022. BMJ Publishing Group Ltd, 2022. http://dx.doi.org/10.1136/rapm-2022-esra.190.
Full textZhao, Dixian, Peng Gu, Yongran Yi, and Chongyu Yu. "Key Circuit Building Blocks for 5G Millimeter-Wave Phased-Array Transceiver Front-End (Invited)." In 2018 IEEE International Conference on Integrated Circuits, Technologies and Applications (ICTA). IEEE, 2018. http://dx.doi.org/10.1109/cicta.2018.8705946.
Full textZervando, Y. V., and O. V. Elisheva. "PREREQUISITES FOR FILLING THE RESERVOIRS OF THE NEOCOMIAN INTERVAL OF THE SECTION OF THE AI-YAUN AREA WITH HYDROCARBONS." In All-Russian Youth Scientific Conference with the Participation of Foreign Scientists Trofimuk Readings - 2021. Novosibirsk State University, 2021. http://dx.doi.org/10.25205/978-5-4437-1251-2-133-137.
Full textSarasola Martin, I., P. Rato Mendes, J. Navarrete, P. Bruyndonckx, J. M. Perez, and C. Willmott. "A dedicated ASIC front-end readout for the monolithic detector blocks of the BrainPET prototype." In 2008 IEEE Nuclear Science Symposium and Medical Imaging conference (2008 NSS/MIC). IEEE, 2008. http://dx.doi.org/10.1109/nssmic.2008.4774321.
Full textReports on the topic "End blocks"
Spring, Baker. The Senate Should Block the White House's End Runs on the ABM Treaty,. Fort Belvoir, VA: Defense Technical Information Center, March 1996. http://dx.doi.org/10.21236/ada338590.
Full textIannone, L., D. Lewis, D. Meyer, and V. Fuller. Locator/ID Separation Protocol (LISP) Endpoint Identifier (EID) Block. RFC Editor, September 2016. http://dx.doi.org/10.17487/rfc7954.
Full textRoye, Thorsten. Unsettled Technology Areas in Deterministic Assembly Approaches for Industry 4.0. SAE International, August 2021. http://dx.doi.org/10.4271/epr2021018.
Full textIannone, L., R. Jorgensen, D. Conrad, and G. Huston. Management Guidelines for the Locator/ID Separation Protocol (LISP) Endpoint Identifier (EID) Block. RFC Editor, September 2016. http://dx.doi.org/10.17487/rfc7955.
Full textHirvas, H., and K. Mäkinen. Repérage de blocs glaciaires riches en uranium à Pahtavuoma, dans le nord de la Finlande. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1994. http://dx.doi.org/10.4095/194817.
Full textTao, Yang, Amos Mizrach, Victor Alchanatis, Nachshon Shamir, and Tom Porter. Automated imaging broiler chicksexing for gender-specific and efficient production. United States Department of Agriculture, December 2014. http://dx.doi.org/10.32747/2014.7594391.bard.
Full textDíaz Rodríguez, Elaine. Blogs y periodismo en Cuba: entre el “deber ser” y la realidad. Revista Latina de Comunicación Social, 2009. http://dx.doi.org/10.4185/rlcs-64-2009-873-951-967.
Full textOrtiz, Raphaëlle, Anamaría Núñez, Marcello Basani, Jacopo Gamba, Claudia Calderón, and Patricia Núñez. Hablando de integridad en agua y saneamiento: evolución reciente del debate sobre integridad y transparencia en el sector de agua y saneamiento en América Latina y el Caribe. Inter-American Development Bank, April 2022. http://dx.doi.org/10.18235/0004189.
Full textToloo, Sam, Ruvini Hettiarachchi, David Lim, and Katie Wilson. Reducing Emergency Department demand through expanded primary healthcare practice: Full report of the research and findings. Queensland University of Technology, January 2022. http://dx.doi.org/10.5204/rep.eprints.227473.
Full textLehtimaki, Susanna, Kassim Nishtar, Aisling Reidy, Sara Darehshori, Andrew Painter, and Nina Schwalbe. Independent Review and Investigation Mechanisms to Prevent Future Pandemics: A Proposed Way Forward. United Nations University International Institute for Global Health, May 2021. http://dx.doi.org/10.37941/pb-f/2021/2.
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