Bibliografie tematiche / Sloupy

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  1. Articoli di riviste
  2. Tesi
  3. Libri
  4. Capitoli di libri
  5. Atti di convegni
  6. Rapporti di organizzazioni

Letteratura scientifica selezionata sul tema "Sloupy"

Autore: Grafiati
Pubblicato: 4 giugno 2021
Ultima modifica: 4 febbraio 2022

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Articoli di riviste sul tema "Sloupy"

1

Deepika, Tirumala, e . "Slope Stability Analysis for Proposed Footing Construction Seated on Sloppy Ground". International Journal of Engineering & Technology 7, n. 3.35 (2 settembre 2018): 30. http://dx.doi.org/10.14419/ijet.v7i3.35.29142.

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Abstract (sommario):
Slope failures are one of the common phenomena in the Geotechnical failures. Thus it is needed to arrest the failure through proper mechanism. Considering this as a scope the present study is oriented to address the analysis of sloppy site where the proposed building foundation to be constructed with different slopes as a natural construction site. The stability is checked and the anchors are used to improve the stability aspect of slope. The study found that the homogeneous soil slope is improved its safety under the usage of anchors.
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Hooi, Mun Hoe, Wei King Tiong, Kim Gaik Tay, Kang Leng Chiew e San Nah Sze. "Numerical Simulation of Shoaling Internal Solitary Waves in Two-layer Fluid Flow". MATEMATIKA 34, n. 2 (2 dicembre 2018): 333–50. http://dx.doi.org/10.11113/matematika.v34.n2.1000.

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In this paper, we look at the propagation of internal solitary waves overthree different types of slowly varying region, i.e. a slowly increasing slope, a smoothbump and a parabolic mound in a two-layer fluid flow. The appropriate mathematicalmodel for this problem is the variable-coefficient extended Korteweg-de Vries equation.The governing equation is then solved numerically using the method of lines. Ournumerical simulations show that the internal solitary waves deforms adiabatically onthe slowly increasing slope. At the same time, a trailing shelf is generated as theinternal solitary wave propagates over the slope, which would then decompose intosecondary solitary waves or a wavetrain. On the other hand, when internal solitarywaves propagate over a smooth bump or a parabolic mound, a trailing shelf of negativepolarity would be generated as the results of the interaction of the internal solitarywave with the decreasing slope of the bump or the parabolic mound. The secondarysolitary waves is observed to be climbing the negative trailing shelf.
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Hu, An, Yaning Duan, Lei Xu, Shenghua Chang, Xianjiang Chen e Fujiang Hou. "Litter decomposes slowly on shaded steep slope and sunny gentle slope in a typical steppe ecoregion". Ecology and Evolution 11, n. 6 (26 febbraio 2021): 2461–70. http://dx.doi.org/10.1002/ece3.6933.

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Voss, Edward G. "Sloppy Citations". BioScience 40, n. 8 (settembre 1990): 556. http://dx.doi.org/10.2307/1311290.

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van Noije, Lonneke. "Sloppy news". Mens en maatschappij 94, n. 2 (1 giugno 2019): 135–40. http://dx.doi.org/10.5117/mem2019.2.001.noij.

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A.M. "Sloppy Feeding". Scientific American 284, n. 3 (marzo 2001): 24. http://dx.doi.org/10.1038/scientificamerican0301-24c.

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Bates, Jane. "Sloppy service". Nursing Standard 30, n. 6 (7 ottobre 2015): 24–25. http://dx.doi.org/10.7748/ns.30.6.24.s25.

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McCullough, M. "An ethicist's journey as a patient: are we sliding down the slippery slope to sloppy healthcare?" BMJ Quality & Safety 20, n. 11 (15 settembre 2011): 983–85. http://dx.doi.org/10.1136/bmjqs-2011-000235.

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Rehman, Obaid Ur, Muhammad Rashid, Rahina Kausar, Sarosh Alvi e Riaz Hussain. "Slope Gradient and Vegetation Cover Effects on The Runoff and Sediment Yield in Hillslope Agriculture". Turkish Journal of Agriculture - Food Science and Technology 3, n. 6 (22 aprile 2015): 478. http://dx.doi.org/10.24925/turjaf.v3i6.478-483.292.

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Abstract (sommario):
Cultivation of field crops is a challenge and risky business in sloping areas. A study was conducted as a demonstration model for the sloppy lands of Fateh Jang, Pakistan. The objectives of this study were to monitor the runoff water and soil sediment loss under different vegetative covers and slope gradients in comparison with bare fallow on each slope gradient. Three artificial slope gradients i.e., 1%, 5% and 10% were established and three crops i.e., Wheat, Gram and Lentil were cultivated on each slope gradient. Soil and water losses were quantified against each slope gradient and every cover crop for the period of 4 years. Total soil sediment losses during this study were 51% in Lentil, 30% in Gram and 25% in Wheat were lesser compared with bare soil whereas, water losses from Lentil, Gram and Wheat were 69%, 75% and 73% lesser respectively while compared with bare plots. The highest soil and water losses were monitored at 10% slope gradient following 5% and then 1% slope gradients respectively.
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Dulganti, Dheeraj Reddy. "Literature Review on Interaction Analysis of Building Resting on Sloping Ground". International Journal for Research in Applied Science and Engineering Technology 9, n. 9 (30 settembre 2021): 40–48. http://dx.doi.org/10.22214/ijraset.2021.37907.

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Abstract: An increase in economic growth, as well as urbanization in the hilly areas, encourages the construction in the hilly region. Considering this fact the engineers should assure the safety of constructions in the slopy region. To understand the past attempts carried out on the constructions of the building on the slopy ground the systematic literature survey is done which includes the parameters like types of the building suitable for hilly regions, slope inclinations for safe superstructure in seismic events, types of safety measures recommended to assure the safety of superstructure and necessity of interaction analysis for the constructions in the hilly region. The survey so carried out in the paper gives a fair idea about the research gap and thus motivates researchers to carry out future research on the gap identified. Keywords: soil-structure interaction; slopy ground; bracing system; literature survey; equivalent static analysis; hilly region constructions.
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Tesi sul tema "Sloupy"

1

Králíček, Jiří. "Nosná konstrukce sportovní haly". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409855.

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Abstract (sommario):
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Železná, Radka. "Výstavní galerie". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240377.

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Abstract (sommario):
This master´s thesis is deal with desing of steel structure of exhibition gallery. According to the task have been design of new structures in accordance with applicable standards. The desing of building came frome several studies.
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Tomeš, Martin. "Patrová administrativní budova". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391984.

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Abstract (sommario):
The diploma thesis deals with the design of the administrative building from steel S420, S355 and concrete C25 / 30 with reinforcement made of steel B500B. The office building is a column-type with reinforced concrete ceiling. The building is equipped with a footbridge on the 10th floor. Two variants have been elaborated. Both of them were calculated in the program Scia Engineer. The winning variant is processed in detail.
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Hyťhová, Martina. "Perla Ústí nad Orlicí". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-355037.

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Abstract (sommario):
Main task of the diploma project is design of conversion strategy and revitalization of former textile factory PERLA 01 in Ústí nad Orlicí. The construction program consist conversion of existing building to cafébar, assembly hall, office space, shoping hall, bistro and craftsman´s workrooms. New building is infocentrum, gallery, textilmania, entrance hall of assembly hall, cycling shop, library reserve space and club centrum. The project design new square and public space.
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Röder, Václav. "Ocelobetonové tlačené pruty z materiálů vysokých pevností". Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-234537.

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Abstract (sommario):
The main objective of this thesis is the verification of the buckling strength of the composite compression members which were made from high-strength materials. This thesis is divided into four main chapters which are interconnected. The first chapter summarizes the current state of the problem of the compression members. The basis of this part is the elementary theories and researches, the task of this text is attempted to understand and obtain normative procedures which are important for practical use. The second part deals with the theoretical analysis of composite column, mainly with the examination of the individual effects on the buckling strength. The result of the first and the second parts is analytical algebraic equations which determine the buckling strength of the member. The third part contains the numerical analysis, which leads to create a numerical model of the compression column. The numerical model is used for the verification of the theoretical analysis and for the investigation of the behaviour of the column loaded by axial force. The last part deals with the experimental verification of the previous analyses. There are tested various types of the composite columns, which were made of steel with a yield strength up to 455 MPa and of the concrete with a cube compression strength up to 102 MPa. Experimental results confirmed the high reliability of centrally loaded column and every tested columns failed by flexural buckling. The final step is evaluation and comparison of the results obtained from previous four parts. It was founded that design criteria for centrally loaded steel-concrete column are too conservative and design relationships doesn´t use the positive properties of high-strength materials for economic design.
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Mešťan, Vojtěch. "Víceúčelová sportovní hala". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225454.

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Abstract (sommario):
The objective of this Master´s thesis is to create and examine two versions of the project for a bearing steel structure of a multi-purpose sports building) in Polička. The multi-purpose sports hall has dimensions 33 x 48 metres with a terraced floory part that has dimensions 18 x 24 metres. The hall is made of cross-links from lattice truss placed on fixed columns. The structure ridgidity is by wind braces. The storey part is made coupled steel-conrete slabs attached to the columns. The ridgidity of the storey part is provided by lattice braces in traverse and longitudinal direction. The thesis in its detail focuses on individual parts of the construction and is carried out in compliance with the Eurocodes
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Mičola, Jan. "Nádražní hala ve Vsetíně". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225532.

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Abstract (sommario):
The master's thesis deals with the steel structures in building industry. The aim of this paper is to propose and statically evaluate the load-bearing steel structure of railway station in Vsetín. After solving the construction load by the roof cladding and external cladding, it follows by an assessment of individual elements of construction, including an assessment of their joints. From a static perspective, the roof structure consists of two diagonal arches which are joined into each other in the top and two longitudinals frames. The entire structure is designed with an emphasis on freedom of internal layout independent of the load-bearing structure.
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Šlézarová, Markéta. "Vysokoškolské koleje v Olomouci". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226576.

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Abstract (sommario):
Project documentation is about a university college and commercial facilities. It is a detached building, built in close proximity to the University of Economics in Olomouc. The building has five floors. The first floor is used for commercial purposes and another four floors for student accommodation. Roof is flat. The structural system consists of reinforced concrete columns and beams and bricks Ytong. Ceilings are reinforced concrete slabs. The roof is a single casing. The construction is based on reinforced concrete footings and the walls are passports.
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Šaár, Martin. "Polyfunkční dům v řadové zástavbě". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265644.

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Abstract (sommario):
The diploma thesis deals with the design documentation of new Multifunctional house in terraced houses on the level of documentation for building permit. The living area is designed for housing eight people. Part with shops and with offices are designed for seventy three people. The building will be located in the Zlín Region, District of Uherské Hradiště, in the city of Uherský Brod. The Cadastral area is Uherský Brod - the town. The bulding has four aboveground floors and he hadn't cellar. The building is designed like a brick structure with column and girder. Vertical structures aboveground parts are made of bricks Porotherm and column and girder are from reinforced concrete C16/20 and shoring B500B. Platform of a multifunctional house in terraced houses is of rectangular shape with dimensions of 25,20 x 16,30 m. The main entrance to the building is located on the south side. Part with shops in first floor have four shops. In the second floor are four offices. Whole building are roofed helped three diferent roof construction. Above living part is gabled roof and above technical room and staircase is compact flat roof and the rest of building is vegetation roof with terrace.
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Chalupa, Miroslav. "Zastřešení sportoviště". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226063.

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Abstract (sommario):
The design and the static estimation of the load-bearing steel structure of tribune roofing of the football stadium are the subject of this thesis. The football stadium is located in Brno. The main bearing system consists of 16 radially arranged truss girders with the console lining of 39,9 m. Column “trees” always support a pair of truss girders. The plan dimensions of the structure are 63,2 m x 155,0 m. The roof height above the ground level is 52,0 m. There were two variant of analysis elaborated. The design is made in accordance with the valid ČSN EN standards.
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Libri sul tema "Sloupy"

1

Mariánské a morové sloupy Čech a Moravy. Praha: Grada, 2010.

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2

Soldán, Ladislav. Karel Dostál-Lutinov a Nový život: Dva sloupy katolické moderny. Rosice u Brna: Gloria, 2000.

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3

ill, Burgess Anne 1942, a cura di. Sloppy kisses. New York: Aladdin Books, 1990.

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McCafferty, Megan. Sloppy Firsts. New York: Crown Publishing Group, 2002.

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ill, Brunkus Denise, a cura di. Sloppy Joe. New York: HarperCollinsPublishers, 2009.

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6

Winthrop, Elizabeth. Sloppy kisses. (Harmondsworth): Puffin, 1986.

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Cowley, Joy. Sloppy tiger bedtime. Bothell, Wash: The Wright Group, 1989.

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8

Poláček, Karel. Povídky, sloupky, fejetóny. Praha: Nakl. Franze Kafky, 2001.

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Novák, Antonín. Sloupky o architektuře. Zlín: Archa, 2014.

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Holub, Miroslav. Eseje a sloupky. Brumovice: Carpe Diem, 2005.

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Capitoli di libri sul tema "Sloupy"

1

Gambs, Sébastien, e Julien Lolive. "SlopPy: Slope One with Privacy". In Data Privacy Management and Autonomous Spontaneous Security, 104–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-35890-6_8.

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Ebner, Carmen. "“Sloppy speech is like sloppy dress”". In Identity and Dialect Performance, 125–39. Milton Park, Abingdon, Oxon ; New York, NY: Routledge, 2017.: Routledge, 2017. http://dx.doi.org/10.4324/9781315279732-8.

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Gardent, Claire. "Sloopy Identity". In Logical Aspects of Computational Linguistics, 188–207. Berlin, Heidelberg: Springer Berlin Heidelberg, 1997. http://dx.doi.org/10.1007/bfb0052158.

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Kashani, John, Richard D. Shih, Thomas H. Cogbill, David H. Jang, Lewis S. Nelson, Mitchell M. Levy, Margaret M. Parker et al. "Slough". In Encyclopedia of Intensive Care Medicine, 2077. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-00418-6_3302.

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Weik, Martin H. "slope". In Computer Science and Communications Dictionary, 1605. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_17606.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying e Zhang Jianjing. "Introduction". In Slope Earthquake Stability, 1–17. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2380-4_1.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying e Zhang Jianjing. "Seismic Array Monitoring Results Analysis". In Slope Earthquake Stability, 19–30. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2380-4_2.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying e Zhang Jianjing. "Shaking Table Test of Rock Slopes". In Slope Earthquake Stability, 31–89. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2380-4_3.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying e Zhang Jianjing. "Numerical Analysis Research". In Slope Earthquake Stability, 91–119. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2380-4_4.

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Changwei, Yang, Zhang Jingyu, Lian Jing, Yu Wenying e Zhang Jianjing. "Theoretical Solutions of Acceleration Amplification of Hill". In Slope Earthquake Stability, 121–41. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2380-4_5.

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Atti di convegni sul tema "Sloupy"

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Guo, Philip J. "Sloppy Python". In the Ninth International Workshop. New York, New York, USA: ACM Press, 2011. http://dx.doi.org/10.1145/2002951.2002961.

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Grant, Howard, Walter Stubner, Walter Alwang, Charles Henry, John Baird e Paul Spens. "Schooner Brilliant Sail Coefficients and Speed Polars". In SNAME 15th Chesapeake Sailing Yacht Symposium. SNAME, 2001. http://dx.doi.org/10.5957/csys-2001-011.

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The sail coefficients for a schooner rig, as a function of wind angle and heel angle, are presented, based on an experimental program, for historic vessel research, at Mystic Seaport, using the 61'6" schooner Brilliant. The coefficients were determined by full-scale sailing tests and 9- scale model tow-tank tests. Sail coefficients CR and Cttare defined as the drive force and horizontal side force , due to the sails, rigging, and hull above the waterline, per unit of sail area, per unit of wind pressure. These coefficients can be used to study performance of historic schooner­rigged vessels, predict performance of new designs, and compare performance of schooners and sloops. Sail coefficients for sloops have long been available. A velocity prediction program for the schooner was also developed. The predicted and actual ship speeds agree, with standard deviation of0.028 in the ratio. Upwind sail coefficients for the schooner are found to be lower than for historic sloops, and display the expected droop with heel. The schooner velocity made good upwind is largest with the sail plan of four lowers plus fisherman staysail. The schooner and sloop both point higher as wind increases. The sloop outpoints the schooner at all wind speeds, by about 10°. On a beam reach or broad reach, schooner speed is largest with the sail plan of big jib, golliwobbler, and mainsail. This sail plan also produces the largest downwind velocity made good. The polars suggest that the schooner has the advantage over the sloop on a beam reach.
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Wanghong e Kangling. "Parameter Estimation for nonlinear sloppy model". In 2020 International Conference on Information Science, Parallel and Distributed Systems (ISPDS). IEEE, 2020. http://dx.doi.org/10.1109/ispds51347.2020.00055.

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Egan, Callum, Andrew O'Dowd e Neil Fyffe. "Hasten Slowly". In ICT4S2020: 7th International Conference on ICT for Sustainability. New York, NY, USA: ACM, 2020. http://dx.doi.org/10.1145/3401335.3401817.

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Wiggins, Stephen, e Philip Holmes. "Slowly varying oscillators". In 1985 24th IEEE Conference on Decision and Control. IEEE, 1985. http://dx.doi.org/10.1109/cdc.1985.268563.

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Goller, Mathias, e Stefan Berger. "Slowly changing measures". In the sixteenth international workshop. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2513190.2513194.

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Konukoglu, E., W. M. Wells, S. Novellas, N. Ayache, R. Kikinis, P. M. Black e K. M. Pohl. "Monitoring slowly evolving tumors". In 2008 IEEE International Symposium on Biomedical Imaging: From Macro to Nano (ISBI '08). IEEE, 2008. http://dx.doi.org/10.1109/isbi.2008.4541120.

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Berzowska, Joanna. "Very slowly animating textiles". In ACM SIGGRAPH 2004 Sketches. New York, New York, USA: ACM Press, 2004. http://dx.doi.org/10.1145/1186223.1186266.

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Bekos, Michael A., Michael Kaufmann e Robert Krug. "Sloggy drawings of graphs". In 2014 5th International Conference on Information, Intelligence, Systems and Applications (IISA). IEEE, 2014. http://dx.doi.org/10.1109/iisa.2014.6878764.

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BLACKWOOD, GARY, e A. VON FLOTOW. "Experimental component mode synthesis of structures with sloppy joints". In 29th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2411.

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Rapporti di organizzazioni sul tema "Sloupy"

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Couture, R., e W. Sladen. Slope movement monitoring. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/293170.

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Philipp, Tobias, e Julius Mattern. SNSF Datastory - New figures: 55% of publications from 2018 and 2019 are open access. Swiss National Science Foundation, maggio 2021. http://dx.doi.org/10.46446/datastory.new-figures-oa-monitoring-2018-19.

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Abstract (sommario):
In some disciplines nearly all publications based on SNSF-funded research are in open access mode, in others still only a few. Overall, the share of open access publications is growing slowly but steadily.
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Gupta, Shweta. Obesity: A Lifestyle Choice or a Disease? Nature Library, ottobre 2020. http://dx.doi.org/10.47496/nl.blog.07.

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Abstract (sommario):
Obesity isn’t an overnight phenomenon but slowly develops from poor lifestyle choices and an unhealthy diet, which increases the risk of other health problems such as cardiovascular diseases, high blood pressure, diabetes and even cancer.
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Jones, Marshall B. Slope-Controlled Performance Testing. Fort Belvoir, VA: Defense Technical Information Center, luglio 1989. http://dx.doi.org/10.21236/ada211041.

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Roos, R. North Slope investigation report. Office of Scientific and Technical Information (OSTI), aprile 1990. http://dx.doi.org/10.2172/7138522.

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Rohr, K. M. M., M. Riedel, S. R. Dallimore e M. M. Côté. Slope-fan and glacial sedimentation on the central Beaufort continental slope, Arctic Canada. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/326068.

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Mower, Jennifer M., e Elaine L. Pedersen. We wore “sloppy sweaters [and] tweed skirts:” Proposed styles for the wartime college woman. Ames: Iowa State University, Digital Repository, 2013. http://dx.doi.org/10.31274/itaa_proceedings-180814-620.

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8

Willingham, A. L., e T. M. Herriott. Photogrammetry-derived digital surface model and orthoimagery of Slope Mountain, North Slope, Alaska, June 2018. Alaska Division of Geological & Geophysical Surveys, febbraio 2020. http://dx.doi.org/10.14509/30419.

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Helsel, Frederick M., Darielle Dexheimer e Daniel A. Lucero. North Slope of Alaska ARM Facilities. Office of Scientific and Technical Information (OSTI), ottobre 2016. http://dx.doi.org/10.2172/1431186.

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Piper, D. J. W., e R. Sparkes. Pliocene - Quaternary Geology Central Scotian Slope. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1990. http://dx.doi.org/10.4095/130866.

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