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Artykuły w czasopismach na temat "WSPI3D"
Eley, Brian S., i James Nuttall. "Developments in pediatric infectious diseases: a review of WSPID 2013". Expert Review of Anti-infective Therapy 12, nr 4 (3.03.2014): 419–22. http://dx.doi.org/10.1586/14787210.2014.894460.
Pełny tekst źródłaDinleyici, Ener Cagri, i Zafer Kurugol. "6th World Congress of the World Society for Pediatric Infectious Diseases (WSPID)". Expert Review of Vaccines 9, nr 3 (marzec 2010): 261–72. http://dx.doi.org/10.1586/erv.10.1.
Pełny tekst źródłaZheng, Lijian, Juanjuan Ma, Xihuan Sun i Xianghong Guo. "Improving Leaf Photosynthetic Performance of Apple through a Novel Root-Zone Irrigation in the Loess Plateau". Agriculture 12, nr 9 (1.09.2022): 1362. http://dx.doi.org/10.3390/agriculture12091362.
Pełny tekst źródłaKimla, Piotr. "Kryzys klasy politycznej w Europie?" Annales Universitatis Mariae Curie-Skłodowska, sectio G (Ius) 66, nr 1 (17.07.2019): 115. http://dx.doi.org/10.17951/g.2019.66.1.115-123.
Pełny tekst źródłaLiang, Zuodong, i Dong-Sheng Jeng. "A Three-Dimensional Model for the Seabed Response Induced by Waves in Conjunction with Currents in the Vicinity of an Offshore Pipeline Using OpenFOAM". International Journal of Ocean and Coastal Engineering 01, nr 03 (wrzesień 2018): 1850004. http://dx.doi.org/10.1142/s2529807018500045.
Pełny tekst źródłaJun, Hwandon, Arin Gim, Sueyeun Oak i Donghwi Jung. "Development of a Fuzzy-Function-Based Performance Indicator for Water Distribution System’s Emergency Condition". Water 12, nr 8 (15.08.2020): 2296. http://dx.doi.org/10.3390/w12082296.
Pełny tekst źródłaJarząbek-Słobodzian, Marta, Krystyna Gotkowska-Basińska i Anna Świętek. "Konflikty okołorozwodowe i próby minimalizowania ich negatywnych skutków dla dzieci – z doświadczeń sędziego rodzinnego i Ośrodka Mediacji". Legal Culture 1, nr 1 (12.12.2018): 132–46. http://dx.doi.org/10.37873/legal.2018.1.1.15.
Pełny tekst źródłaStępak, Jędrzej. "Tajemnice labiryntów. Geneza, znaczenie i perspektywy dla arteterapii". Kultura-Społeczeństwo-Edukacja 10, nr 2 (15.12.2016): 295–304. http://dx.doi.org/10.14746/kse.2016.10.22.
Pełny tekst źródłaJoshi, C. P., S. W. King i H. T. Nguyen. "Molecular cloning and characterization of a cDNA encoding a water stress protein (WSP23) from wheat roots". Plant Science 86, nr 1 (styczeń 1992): 71–82. http://dx.doi.org/10.1016/0168-9452(92)90180-t.
Pełny tekst źródłaJayawardena, H. M. I. D. P., i Marjorie van Roon. "Water sensitive planning and design as an ecologically inspired approach to delivering flood resilient urban environment in Sri Lanka". Water Practice and Technology 12, nr 4 (1.12.2017): 964–77. http://dx.doi.org/10.2166/wpt.2017.100.
Pełny tekst źródłaRozprawy doktorskie na temat "WSPI3D"
Shabani, Behnam. "Wave-Associated Seabed Behaviour near Submarine Buried Pipelines". University of Sydney, 2008. http://hdl.handle.net/2123/3532.
Pełny tekst źródłaSoil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed surface. Conventional models for the analysis of soil behaviour near the pipeline assume a two-dimensional interaction problem between waves, the seabed soil, and the structure. In other words, it is often considered that water waves travel normal to the orientation of pipeline. However, the real ocean environment is three-dimensional and waves approach the structure from various directions. It is therefore the key objective of the present research to study the seabed behaviour in the vicinity of marine pipelines from a three-dimensional point of view. A three-dimensional numerical model is developed based on the Finite Element Method to analyse the so-called momentary behaviour of soil under the wave loading. In this model, the pipeline is assumed to be rigid and anchored within a rigid impervious trench. A non-slip condition is considered to exist between the pipe and the surrounding soil. Quasi-static soil consolidation equations are then solved with the aid of the proposed FE model. In this analysis, the seabed behaviour is assumed to be linear elastic with the soil strains remaining small. The influence of wave obliquity on seabed responses, i.e. the pore pressure and soil stresses, are then studied. It is revealed that three-dimensional characteristics systematically affect the distribution of soil response around the circumference of the underwater pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. Further, a parametric study is carried out to investigate the influence of soil, wave and pipeline properties on wave-associated pore pressure as well as principal effective and shear stresses within the porous bed, with the aid of proposed three-dimensional model. There is strong evidence in the literature that the failure of marine pipelines often stems from the instability of seabed soil close to this structure, rather than from construction deficiencies. The wave-induced seabed instability is either associated with the soil shear failure or the seabed liquefaction. Therefore, the developed three-dimensional FE model is used in this thesis to further investigate the instability of seabed soil in the presence of a pipeline. The widely-accepted criterion, which links the soil liquefaction to the wave-induced excess pressure is used herein to justify the seabed liquefaction. It should be pointed out that although the present analysis is only concerned with the momentary liquefaction of seabed soil, this study forms the basis for the three-dimensional analysis of liquefaction due to the residual mechanisms. The latter can be an important subject for future investigations. At the same time, a new concept is developed in this thesis to apply the dynamic component of soil stress angle to address the phenomenon of wave-associated soil shear failure. At this point, the influence of three-dimensionality on the potentials for seabed liquefaction and shear failure around the pipeline is investigated. Numerical simulations reveal that the wave obliquity may not notably affect the risk of liquefaction near the underwater pipeline. But, it significantly influences the potential for soil shear failure. Finally, the thesis proceeds to a parametric study on effects of wave, soil and pipeline characteristics on excess pore pressure and stress angle in the vicinity of the structure.
Ophoff, Jacobus Albertus. "WSP3: a web service model for personal privacy protection". Thesis, Port Elizabeth Technikon, 2003. http://hdl.handle.net/10948/272.
Pełny tekst źródłaParadis, Frédérik. "Local Routing in Spanners Based on WSPDs". Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36574.
Pełny tekst źródłaWu, Tze-Chien, i 吳子健. "The Documentary of Riding Conflict in Taipei Riverside Bikeway-A Case Study of Yongfu Bridge to Dadaocheng Wharf". Thesis, 2016. http://ndltd.ncl.edu.tw/handle/wsp58d.
Pełny tekst źródła國立臺灣大學
建築與城鄉研究所
104
In recent years, the quality of riverside space has been taken seriously. The riverside bikeway takes a main role in the planning and building of the riverside parks in Taipei, and people are encouraged to be more active along the riverside. However, conflict events appear more and more frequently by the increasing of quality and quantity of the use. Conflict events are especially happening between bike riders. This research is based on the experience of bike riders: First of all, the researcher analyzed riders’ riding experience of riverside bikeway. Second, articles of riding conflict on internet are aggregated, and bike riders those who have conflict experience are interviewed. Through the conflict experience, the researcher focused on exposing what riders really faced in riding conflict: what they thought, how they acted, and what kinds of strategies they took to deal with crisis, how they adjusted themselves to adapt to conflict situations. Mutual influences between riders and the environment are also noted. By realizing real riding environment of the riverside bikeway,the researcher tried to find out the potential in three parts: building and planning, riding concepts, and the management. The researcher suggested that the riverside parks which have similar patterns of usage should be integrated. And riverside bikeways should be established to respond the diversity of riding patterns. Finally, systems of route mark should be united, and the authorities of management and security should integrate the information and resources which they own.
Książki na temat "WSPI3D"
Nwakudu, Uche. WSPD: Weapon of Single Person Destruction. AuthorHouse, 2006.
Znajdź pełny tekst źródłaNwakudu, Uche. WSPD: Weapon of Single Person Destruction. AuthorHouse, 2006.
Znajdź pełny tekst źródłaCzęści książek na temat "WSPI3D"
Bose, Prosenjit, i Tyler Tuttle. "Routing on Heavy-Path WSPD-Spanners". W Lecture Notes in Computer Science, 613–26. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83508-8_44.
Pełny tekst źródłaDeussen, Thilo, Thomas R. Roth-Berghofer, Gregor Büchel i Bertin Klein. "Working Together in Philosophy and Informatics: An Introduction to the Contributions of the Second International Workshop on Philosophy and Informatics (WSPI 2005)". W Professional Knowledge Management, 580–85. Berlin, Heidelberg: Springer Berlin Heidelberg, 2005. http://dx.doi.org/10.1007/11590019_66.
Pełny tekst źródłaIssa, Tomayess, i Pedro Isaias. "Promoting Human-Computer Interaction and Usability Guidelines and Principles through Reflective Journal Assessment". W Web Design and Development, 1706–26. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-8619-9.ch076.
Pełny tekst źródłaIssa, Tomayess, i Pedro Isaias. "Promoting Human-Computer Interaction and Usability Guidelines and Principles Through Reflective Journal Assessment". W Emerging Research and Trends in Interactivity and the Human-Computer Interface, 375–94. IGI Global, 2014. http://dx.doi.org/10.4018/978-1-4666-4623-0.ch019.
Pełny tekst źródłaStreszczenia konferencji na temat "WSPI3D"
Zhang, Yilei, Zibin Zheng i Michael R. Lyu. "WSPred: A Time-Aware Personalized QoS Prediction Framework for Web Services". W 2011 IEEE 22nd International Symposium on Software Reliability Engineering (ISSRE). IEEE, 2011. http://dx.doi.org/10.1109/issre.2011.17.
Pełny tekst źródłaSinghal, Bhavuk, Abinay Reddy Naini i Prasanta Kumar Ghosh. "wSPIRE: A Parallel Multi-Device Corpus in Neutral and Whispered Speech". W 2021 24th Conference of the Oriental COCOSDA International Committee for the Co-ordination and Standardisation of Speech Databases and Assessment Techniques (O-COCOSDA). IEEE, 2021. http://dx.doi.org/10.1109/o-cocosda202152914.2021.9660449.
Pełny tekst źródłaZhao, Mingyue, Zimo Ma, Zhuyang Zhou i Kuangyu Zheng. "WSpeed: Drone Energy Optimization for Multiple-Package Delivery Considering Weight Changes". W 2021 International Conference on Space-Air-Ground Computing (SAGC). IEEE, 2021. http://dx.doi.org/10.1109/sagc52752.2021.00007.
Pełny tekst źródłaMaria, M., N. Mustafa, T. Bardoux, J. Defaye i V. Biri. "Visibility based WSPD for Global Illumination". W International Conference on Computer Graphics Theory and Applications. SCITEPRESS - Science and Technology Publications, 2018. http://dx.doi.org/10.5220/0006601000810090.
Pełny tekst źródłaShabani, Behnam, Dong-Sheng Jeng, Jianhong Ye i Yakun Guo. "Numerical Modelling of Wave-Induced Pore Pressure Around a Buried Pipeline: WSPI-3D Model". W ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20528.
Pełny tekst źródłaRaporty organizacyjne na temat "WSPI3D"
Shenker, Moshe, Paul R. Bloom, Abraham Shaviv, Adina Paytan, Barbara J. Cade-Menun, Yona Chen i Jorge Tarchitzky. Fate of Phosphorus Originated from Treated Wastewater and Biosolids in Soils: Speciation, Transport, and Accumulation. United States Department of Agriculture, czerwiec 2011. http://dx.doi.org/10.32747/2011.7697103.bard.
Pełny tekst źródłaWSPIS. Vilnius University Press, czerwiec 2020. http://dx.doi.org/10.18279/midas.wspis.160899.
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