Academic literature on the topic 'Ground structures'
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Journal articles on the topic "Ground structures"
SHEINA, Tatiana V., and Elena A. AVDEEVA. "GABION AND REINFORCED GROUND STRUCTURES." Urban construction and architecture 7, no. 3 (September 15, 2017): 50–56. http://dx.doi.org/10.17673/vestnik.2017.03.9.
Full textDella Rocca, Michael. "Razing Structures to the Ground." Analytic Philosophy 55, no. 3 (August 26, 2014): 276–94. http://dx.doi.org/10.1111/phib.12048.
Full textHauck, J., and K. Mika. "Ground-state structures of polymers." Journal of Computational Chemistry 22, no. 16 (2001): 1944–55. http://dx.doi.org/10.1002/jcc.1144.
Full textOkajima, Riku, Yuki Ohki, Shinji Taenaka, Shunsuke Moriyasu, Takeji Deji, Hideki Ueda, Katsumi Seki, and Taro Arikawa. "VERIFICATION OF SEEPAGE FLOW CALCULATION BASED ON FLUID-GROUND WEAK COUPLING ANALYSIS MODEL." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 68. http://dx.doi.org/10.9753/icce.v36.structures.68.
Full textOhtomo, Keizo. "Load Characteristics of Ground Lateral Flow on In-Ground Structures." Doboku Gakkai Ronbunshu, no. 591 (1998): 283–97. http://dx.doi.org/10.2208/jscej.1998.591_283.
Full textGorskii, Yu A., P. A. Gavrilov, and A. I. Borovkov. "Virtual proving ground for aircraft structures." IOP Conference Series: Materials Science and Engineering 986 (December 12, 2020): 012020. http://dx.doi.org/10.1088/1757-899x/986/1/012020.
Full textProkopyeva, T., V. Danilov, A. Dobroserdova, S. Kantorovich, and C. Holm. "Ground state structures in ferrofluid monolayers." Journal of Magnetism and Magnetic Materials 323, no. 10 (May 2011): 1298–301. http://dx.doi.org/10.1016/j.jmmm.2010.11.034.
Full textde Ruiter, Peter C. "Ecosystem structures above and below ground." Trends in Ecology & Evolution 17, no. 12 (December 2002): 584–85. http://dx.doi.org/10.1016/s0169-5347(02)02594-6.
Full textDe Natale, Giuseppe, and Folco Pingue. "Ground deformations in collapsed caldera structures." Journal of Volcanology and Geothermal Research 57, no. 1-2 (September 1993): 19–38. http://dx.doi.org/10.1016/0377-0273(93)90029-q.
Full textLee, Bok-Hee, Hyun-Uk Jung, and Young-Hwan Baek. "Ground Surface Potential Distribution near Ground Rod Associated with Soil Structures." Journal of the Korean Institute of Illuminating and Electrical Installation Engineers 21, no. 1 (January 31, 2007): 142–47. http://dx.doi.org/10.5207/jieie.2007.21.1.142.
Full textDissertations / Theses on the topic "Ground structures"
Trygstad, Steinar. "Structural Behaviour of Post Tensioned Concrete Structures : Flat Slab. Slabs on Ground." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2001. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-114.
Full textIn this investigation strength and structural behaviour of prestressed concrete is studied with one full scale test of one flat slab, 16000 mm x 19000 mm, and three slabs on ground each 4000 mm x 4000 mm with thickness 150 mm. The flat slab was constructed and tested in Aalesund. This slab has nine circular columns as support, each with diameter 450 mm. Thickness of this test slab was 230 mm and there were two spans in each direction, 2 x 9000 mm in x-direction and 2 x 7500 mm in y-direction from centre to centre column. The slab was reinforced with twenty tendons in the middle column strip in y-direction and eight tendons in both outer column strips. In x-direction tendons were distributed with 340 mm distance. There were also ordinary reinforcement bars in the slab. Strain gauges were welded to this reinforcement, which together with the deflection measurements gives a good indication of deformation and strains in the structure.
At a live load of 6.5 kN/m2 shear failure around the central column occurred: The shear capacity calculated after NS 3473 and EuroCode2 was passed with 58 and 69 %, respectively. Time dependent and non-linear FE analyses were performed with the program system DIANA. Although calculated and measured results partly agree well, the test show that this type of structure is complicated to analyse by non-linear FEM.
Prestressed slabs on ground have no tradition in Norway. In this test one reinforced and two prestressed slabs on ground were tested and compared to give a basis for a better solution for slabs on ground. This test was done in the laboratory at Norwegian University of Science and Technology in Trondheim. The first slab is reinforced with 8 mm bars in both directions distributed at a distance of 150 mm in top and bottom. Slab two and three are prestressed with 100 mm2 tendons located in the middle of slab thickness, and distributed at a distance of 630 mm in slab two and 930 mm in slab three. Strain gauges were glued to the reinforcement in slab one and at top and bottom surface of all three slabs. In slab two and three there were four load cells on the tendons.
Each slab were loaded with three different load cases, in the centre of slab, at the edge and finally in the corner. This test shows that stiffness of sub-base is one of the most important parameters when calculating slabs on ground. Deflection and crack load level depends of this parameter. Since the finish of slabs on ground is important, it can be more interesting to find the load level when cracks start, than deflection for the slab. It is shown in this test that crack load level was higher in prestressed slabs than in reinforced slab. There was no crack in the top surface with load in the centre, but strain gauges in the bottom surface indicate that crack starts at a load of 28 kN in the reinforced slab, and 45 kN in the prestressed slabs. Load at the edge give a crack load of 30 kN in reinforced slab, 45 kN and 60 kN in prestressed slabs. The last load case gives crack load of 30 kN in reinforced slab, 107 kN and 75 kN in prestressed slabs. As for the flat slab, FE analyses were performed for all of the three slabs on ground, and analyses shows that a good understanding of parameters like stiffness of sub-base and tension softening model, is needed for correct result of the analyses.
Barlow, Mark S. (Mark Steven). "Modeling and ground modal identification of space structures." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/43247.
Full textAnnam, Kaushik. "Design of Bandstop Filters Using Defected Ground Structures." University of Dayton / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1438420662.
Full textHassani, Nezhad Gashti E. (Ehsan). "Thermo-mechanical behaviour of ground-source thermo-active structures." Doctoral thesis, Oulun yliopisto, 2016. http://urn.fi/urn:isbn:9789526214061.
Full textTiivistelmä Kasvaneet energiakustannukset ja kiristyneet ympäristösäädökset ovat lisänneet geotermisten energiaratkaisujen suosiota. EU, mukaan lukien Suomi, on asettanut tavoitteekseen lisätä uusiutuvien energialähteiden käyttöä ja vähentää hiilidioksidipäästöjä. Geotermistä energiaa hyödyntävä paaluperustukset, niin kutsutut energiapaalut, tarjoavat uudenlaisen teknologian vähäpäästöisen energian tuottamiseen. Geotermiset lämpöpumppujärjestelmät, maalämpöpumput, ovat taloudellisia ja ympäristöystävällisiä energiantuotantomenetelmiä, jotka talviaikaan siirtävät maaperään varastoitunutta energiaa rakennuksen lämmittämiseen ja vastaavasti jäähdyttävät rakennusta kesällä siirtämällä lämpöä maaperään. Energiapaalujen taloudellisuus syntyy siitä, että ne pystyvät palvelemaan rakennusta kahdessa roolissa. Ne ovat osa rakennuksen energiajärjestelmää ja toimivat samalla myös kantavana rakenteena, joka siirtää rakennuksen kuormia perustuksilta maaperään. Lämpöpumppujärjestelmän kytkeminen paaluihin voi johtaa lämpötilan vaihteluun paaluissa sekä niitä ympäröivässä maaperässä, mikä puolestaan vaikuttaa paalujen ja maaperän lämpömekaanisiin, rakenteellisiin sekä geoteknisiin ominaisuuksiin. Vaikka energiapaaluja on asennettu jo paljon, ei paalujen lämpömekaanisesta käyttäytymisestä tai energiatehokkuudesta kylmien ilmastojen alueilla ole vielä paljoa tutkittua tietoa. Tässä väitöstutkimuksessa selvitettiin numeerisesti energiapaalujen rakennuspaikan pohjaolosuhteista riippuvaa tuottopotentiaalia Skandinaavisissa olosuhteissa ja ilmastossa. Tarkastelut kohdistuivat erityisesti pohjavesivirtauksen sekä vuodenaikojen ja ilman lämpötilan vaihtelun vaikutuksiin. Tutkimuksessa arvioitiin myös paalujen lämpötilan vaihtelujen vaikutuksia paalujen geoteknisiin ja rakenteellisiin ominaisuuksia sekä kestävyyteen. Numeeristen simulaatiotulosten perusteella betonipaaluun asennetun U-putkirakenteen avulla saavutetaan paras tuottopotentiaali. Tulokset osoittivat, että kohtalainen pohjaveden virtaus parantaa systeemin tuottoa noin 20 % verrattuna tilanteeseen, jossa vedellä kyllästetyssä maassa ei tapahdu pohjaveden virtausta. Analyysitulokset osoittavat myös, että paalujen lämpötilavaihteluista aiheutuvat lisäjännitykset vähentävät paalujen kantokykyä, mikä tulee ottaa huomioon paalujen mitoituksessa
Crawford, James MacKenzie. "Ground testing and model updating for flexible space structures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/NQ63579.pdf.
Full textBoxill, Lois E. C. "Foundation remediation of existing structures using ground densification methods." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/21792.
Full textTsioulou, Alexandra. "Simulated ground motions for seismic risk assessment of structures." Thesis, University College London (University of London), 2018. http://discovery.ucl.ac.uk/10062053/.
Full textChan, Elim. "Radiation and scattering of structures above perfect and imperfect ground." Thesis, University of Ottawa (Canada), 1988. http://hdl.handle.net/10393/5204.
Full textCropley, Ford. "Coherent vortical structures in the atmospheric boundary layer near ground." Thesis, Cranfield University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.281042.
Full textWu, Shuanglan. "Near-fault Ground Motions for Seismic Design of Bridge Structures." Kyoto University, 2018. http://hdl.handle.net/2433/232017.
Full textBooks on the topic "Ground structures"
Bouassida, Mounir, and Mohamed A. Meguid, eds. Ground Improvement and Earth Structures. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-63889-8.
Full textGround anchors and anchored structures. New York: Wiley, 1991.
Find full textSatyanarayana Reddy, C. N. V., Sireesh Saride, and A. Murali Krishna, eds. Ground Improvement and Reinforced Soil Structures. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-1831-4.
Full textEstablishment, Building Research, ed. Damage to structures from ground-bourne vibration. Watford: Building Research Establishment, 1990.
Find full textCoal mine structures. London: Chapman and Hall, 1985.
Find full textR, Gold Ronald, United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., and Langley Research Center, eds. Suspension systems for ground testing large space structures. [Washington, D.C.?]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.
Find full textInternational Conference on Ground Movements and Structures (4th 1991 University of Wales, College of Cardiff). 4th International Conference on Ground Movements and Structures. [Cardiff]: Division of Civil Engineering, School of Engineering, UWCC, in association with the Institution of Civil Engineers, 1991.
Find full textEvstaf'ev, Andrey, Aleksandr Maznev, Dmitriy Pegov, Anton Sychugov, and Vitaliy Vasil'ev. Structures and electrical equipment for high-speed ground transport. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1012744.
Full textHekal, Sherif, Ahmed Allam, Adel B. Abdel-Rahman, and Ramesh K. Pokharel. Compact Size Wireless Power Transfer Using Defected Ground Structures. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8047-1.
Full textCrawford, James MacKenzie. Ground testing and model updating for flexible space structures. Toronto: Department of Aerospace Science and Engineering, University of Toronto, 2001.
Find full textBook chapters on the topic "Ground structures"
Millais, Malcolm. "Below-ground structures." In Building Structures, 183–202. Third edition. | New York : Routledge, 2017.: Routledge, 2017. http://dx.doi.org/10.4324/9781315652139-8.
Full textMalhotra, Praveen K. "Ground Motions from Past Earthquakes." In Seismic Analysis of Structures and Equipment, 1–31. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57858-9_1.
Full textMalhotra, Praveen K. "Ground Motions for Future Earthquakes." In Seismic Analysis of Structures and Equipment, 33–61. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57858-9_2.
Full textPlum, Sabrina. "Emergency Medical Structures." In AD Reader Ground Rules for Humanitarian Design, 98–109. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119148784.ch6.
Full textSahoo, Jagdish Prasad, and R. Ganesh. "Active Earth Pressure on Retaining Walls with Unsaturated Soil Backfill." In Ground Improvement and Earth Structures, 1–19. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_1.
Full textBenazzoug, Mouloud, and Ramdane Bahar. "Effect of the Addition of Chemical Stabilizers on the Characteristics of Clays." In Ground Improvement and Earth Structures, 121–32. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_10.
Full textFarid, Ahmed Fady, and Youssef F. Rashed. "Boundary Element Analysis of Shear-Deformable Plates on Tension-Less Winkler Foundation." In Ground Improvement and Earth Structures, 133–45. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_11.
Full textReda, Marina, and Youssef F. Rashed. "Efficient BEM Formulation for Analysis of Plates on Tensionless Half Space." In Ground Improvement and Earth Structures, 146–56. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_12.
Full textDang, Liet Chi, Cong Chi Dang, and Hadi Khabbaz. "Numerical Analysis on the Performance of Fibre Reinforced Load Transfer Platform and Deep Mixing Columns Supported Embankments." In Ground Improvement and Earth Structures, 157–69. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_13.
Full textMane, A. S., Shubham Shete, and Ankush Bhuse. "Effect of Geofoam Inclusion on Deformation Behavior of Buried Pipelines in Cohesive Soils." In Ground Improvement and Earth Structures, 20–33. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63889-8_2.
Full textConference papers on the topic "Ground structures"
PI, W., J. YAMANE, and M. SMITH. "Generic aircraft ground operation simulation." In 27th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-989.
Full textTatsuoka, Fumio, and Masaru Tateyama. "Geosynthetic-Reinforced Soil Structures for Railways in Japan." In International Conference on Ground Improvement & Ground Control. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3559-3_101-0007.
Full textBouazza, Abdelmalek, Michel Wojnarowicz, and Taril El Malki. "Soil Improvement by Rigid Inclusions for Heavily Loaded Structures." In International Conference on Ground Improvement & Ground Control. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3559-3_02-0209.
Full textAusilio, Ernesto. "Bearing Capacity of Footings Resting on Georeinforced Soil Structures." In International Conference on Ground Improvement & Ground Control. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-3560-9_03-0306.
Full textHong, Young Ki, and Rashaunda M. Henderson. "Spiral defected ground structures in grounded coplanar waveguide." In 2011 IEEE Radio and Wireless Symposium (RWS). IEEE, 2011. http://dx.doi.org/10.1109/rws.2011.5725499.
Full textDunne, James, Dale Pitt, Edward White, and Ephrahim Garcia. "Ground demonstration of the Smart Inlet." In 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1630.
Full textKunz, Donald. "Nonlinear analysis of helicopter ground resonance." In 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1690.
Full textFrankel, Arthur D. "Earthquake Ground Motions in Sedimentary Basins." In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)65.
Full textJANG, JINSEOK, and INDERJIT CHOPRA. "Ground and air resonance of bearingless rotors in hover." In 28th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-924.
Full textGandhi, Farhan, Eric Hathaway, Farhan Gandhi, and Eric Hathaway. "Optimized aeroelastic couplings for alleviation of helicopter ground resonance." In 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1282.
Full textReports on the topic "Ground structures"
Lowe, C., J. Baker, and J. M. Journeay. Ground-magnetic investigations of Cenozoic structures in the northern Cascadia forearc, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2001. http://dx.doi.org/10.4095/212010.
Full textYarlagadda, Shridhar. Virtual Manufacturing of Composite Structures for Ground Platforms, A DARPA Instant Foundry Adaptive Through Bits (iFAB) Program. Fort Belvoir, VA: Defense Technical Information Center, August 2012. http://dx.doi.org/10.21236/ada566598.
Full textWei, X., J. Braverman, M. Miranda, M. E. Rosario, and C. J. Costantino. Depth-dependent Vertical-to-Horizontal (V/H) Ratios of Free-Field Ground Motion Response Spectra for Deeply Embedded Nuclear Structures. Office of Scientific and Technical Information (OSTI), February 2015. http://dx.doi.org/10.2172/1176998.
Full textZevotek, Robin, Keith Stakes, and Joseph Willi. Impact of Fire Attack Utilizing Interior and Exterior Streams on Firefighter Safety and Occupant Survival: Full-Scale Experiments. UL Firefighter Safety Research Institute, January 2018. http://dx.doi.org/10.54206/102376/dnyq2164.
Full textStakes, Keith, and Joseph Willi. Study of the Fire Service Training Environment: Safety, Fidelity, and Exposure -- Acquired Structures. UL Firefighter Safety Research Institute, March 2019. http://dx.doi.org/10.54206/102376/ceci9490.
Full textHarris, L. B., P. Adiban, and E. Gloaguen. The role of enigmatic deep crustal and upper mantle structures on Au and magmatic Ni-Cu-PGE-Cr mineralization in the Superior Province. Natural Resources Canada/CMSS/Information Management, 2021. http://dx.doi.org/10.4095/328984.
Full textKennedy, R. P., R. H. Kincaid, and S. A. Short. Engineering characterization of ground motion. Task II. Effects of ground motion characteristics on structural response considering localized structural nonlinearities and soil-structure interaction effects. Volume 2. Office of Scientific and Technical Information (OSTI), March 1985. http://dx.doi.org/10.2172/5817815.
Full textMisiak, T. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/891529.
Full textT. Misiak. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/862353.
Full textCostantino, C., and A. Philippacopoulos. Influence of ground water on soil-structure interaction. Office of Scientific and Technical Information (OSTI), December 1987. http://dx.doi.org/10.2172/5529456.
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