Auswahl der wissenschaftlichen Literatur zum Thema „Columns“
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Zeitschriftenartikel zum Thema "Columns":
Melero Carnero, Laura. „Francisco Ríos Álvarez y su «Mirada en la Lengua»: estructura, temas e ideologías lingüísticas en sus Columnas sobre la lengua (CSL) en La Voz de Galicia“. Revista de Investigación Lingüística 25 (31.12.2022): 129–54. http://dx.doi.org/10.6018/ril.524511.
VIRGENS, J. P., R. B. GOMES, L. M. TRAUTWEIN, G. N. GUIMARÃES und A. P. R. VAZ. „Experimental analysis of eccentrically loaded reinforced concrete columns with an added jacket of self-compacting concrete“. Revista IBRACON de Estruturas e Materiais 12, Nr. 2 (April 2019): 329–36. http://dx.doi.org/10.1590/s1983-41952019000200007.
Shaat, Amr, und Amir Fam. „Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers“. Canadian Journal of Civil Engineering 33, Nr. 4 (01.04.2006): 458–70. http://dx.doi.org/10.1139/l05-042.
Rahbar-Kelishami, Ahmad, Hossein Bahmanyar und Zahra Hajamini. „A novel approach for calculating packed column height based on new correlation of mass transfer coefficient“. Polish Journal of Chemical Technology 17, Nr. 1 (01.03.2015): 48–54. http://dx.doi.org/10.1515/pjct-2015-0008.
Luo, Wen Wen, Ying Min Li, Ni Na Zheng und Na Chen. „Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast Tie-Columns“. Applied Mechanics and Materials 166-169 (Mai 2012): 2429–35. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2429.
Ibraheem, Rawaa S., und Alaa H. Al-Zuhairi. „A Comparative Study on Behavior of RC Columns Strengthened by CFRP and Steel Jacket“. E3S Web of Conferences 318 (2021): 03002. http://dx.doi.org/10.1051/e3sconf/202131803002.
Niu, Jiangang, Wenming Xu, Jingjun Li und Jian Liang. „Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns“. Advances in Materials Science and Engineering 2021 (11.05.2021): 1–14. http://dx.doi.org/10.1155/2021/5541587.
Al-Shwaiter, Abdullah, und Ziyad Al-Gaboby. „Behavior of Rubberized Concrete-Filled Square Steel Tube Under Axial Loading“. Journal of Science and Technology 24, Nr. 1 (30.06.2019): 23–39. http://dx.doi.org/10.20428/jst.v24i1.1572.
Al-Shwaiter, Abdullah, und Ziyad Al-Gaboby. „Behavior of Rubberized Concrete-Filled Square Steel Tube Under Axial Loading“. Journal of Science and Technology 24, Nr. 1 (30.06.2019): 23–39. http://dx.doi.org/10.20428/jst.24.1.2.
Zhang, Xun Zhong, Ru Heng Wang und Wei Hu. „Analysis on Seismic Performance of Frame Columns Reinforced with Wing Walls“. Applied Mechanics and Materials 166-169 (Mai 2012): 1691–95. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1691.
Dissertationen zum Thema "Columns":
Jemah, Adel Karem. „Buckling of stayed columns and elastically supported columns“. Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.278598.
Hazel, William Andrew. „Fourteen Columns“. Thesis, Virginia Tech, 2012. http://hdl.handle.net/10919/44950.
Master of Architecture
Jovanovic, Dejan, und Ruslan Khalilov. „Transverse force absorption in column base mounts for steel columns : Screw joints in column bases“. Thesis, KTH, Byggteknik och design, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302520.
Det är vanligt förekommande att man använder sig av olika konstruktionsmaterial i kombination med varandra såsom betong, stål, trä och glas för att på så sätt kunna optimera byggnader. Syftet med detta är att minska vikt och öka belastningskapacitet, men det underlättar även montaget och minskar byggtiden. Pelarfötter av stål förankrade i betongfundament är ett exempel på en kombination av samverkansknutpunkter mellan stål och betongelement. I denna rapport studeras friktionen mellan underkant fotplatta och undergjutning, som är en funktion av pelarens normalkraft. Även friktionen som uppstår mellan fyrkantsbrickan och fotplattan kommer att undersökas som ett resultat av åtdragningsmomentet. Arbetet har lagt stor fokus på att diskutera för- och nackdelar med de olika metoderna för tvärkraftsupptagning i pelarfötter. Avgränsningar har gjorts, pelarens infästning till fotplåten har inte beaktats i denna rapport, eftersom detta är beroende av vilket pelartvärsnitt som är valt och måste kontrolleras för det specifika fallet. För att komma fram till resultaten utfördes en fördjupad litteraturstudie för att samla ihop information om de olika frågeställningarna och en beräkningsmodell i Excel skapades. Beräkningsmodellen användes för att kontrollera hur stor den dimensionerande bärförmågan är för tvärkraftsupptagning i en pelarfot, men kontrollerna görs endast för icke förspända förband. Detta eftersom förspända förband även har andra faktorer som påverkar tvärkraftskapaciteten, utanför arbetets syfte och frågeställning. Excel-modellen går ut på att ta fram resultaten ur beräkning med nominell spännkraft och jämföra den med spännkraft beräknad med åtdragningsmoment. Resultaten redovisas i form av grafer och tabeller, där man kan läsa av skillnaden i den dimensionerande bärförmågan för tvärkraftupptagning i icke förspända förband vid nominell spännkraft och spännkraft beräknad med åtdragningsmoment. Rapporten visar en tydlig skillnad i resultat, där den nominella spännkraften blev betydligt större och detta stöds av handbok om skruvförband, då det nämns att “det är inte möjligt att ge ett exakt värde på friktionskoefficienten på grund av det stora antalet faktorer som påverkar”, detta medför att inverkan på klämkraften blir stor.
Lau, Hieng Ho. „The influence of column base connectivity on the stability of columns and frames“. Thesis, Oxford Brookes University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.394626.
Malkin, Douglas Scott, und Douglas Scott Malkin. „An Investigation of a Novel Monolithic Chromatography Column, Silica Colloidal Crystal Packed Columns“. Diss., The University of Arizona, 2010. http://hdl.handle.net/10150/193936.
Vais, Anca Mihaela. „Side reboiled distillation columns“. Thesis, University of Nottingham, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270237.
Khalil, Nariman Jaber. „Slender reinforced concrete columns“. Thesis, University of Leeds, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305374.
BUFFONI, SALETE SOUZA DE OLIVEIRA. „PARAMETRIC INSTABILITY OF COLUMNS“. PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1998. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2132@1.
UNIVERSIDADE FEDERAL DO PARÁ
O presente trabalho tem por objetivo desenvolver uma formulação e certas estratégias que permitam a análise da perda de estabilidade de colunas esbeltas submetidas a carregamento axial periódico, fenômeno este conhecido como ressonância paramétrica. Uma excitação é dita paramétrica quando aparece nas equações de movimento do sistema na forma de coeficientes variáveis com o tempo - geralmente periódicos - e não como uma não homogeneidade. A coluna é descrita pela formulação clássica de Navier. O presente trabalho trata a coluna considerando-se um e três graus de liberdade com ou sem não-linearidades. As equações de movimento são obtidas utilizando-se o princípio de Hamilton através do método de Ritz. A equação linear (equação de Mathieu) e a equação de Duffing com pequeno amortecimento, são resolvidas de forma aproximada pelo método das múltiplas escalas, revelando a possibilidade de instabilização da posição de equilíbrio em diversas regiões do espaço definido pelos parâmetros de controle. A mesma conclusão é mostrada utilizando-se procedimentos computacionais para a resolução dos sistemas de equações lineares e nãolineares, com ou sem imperfeição geométrica inicial, podendo-se obter assim, a resposta do sistema, planos fase, seções de Poincaré e diagramas de bifurcação. Mostra-se a partir dos resultados numéricos, que a coluna submetida a cargas axiais harmônicas, pode tanto apresentar soluções com o mesmo período da força excitadora, quanto oscilações subarmônicas e superarmônicas de diversas ordens, além de movimentos caóticos.
The main aim of the present work is to develop a formulation and some strategies for the instability analysis of slender columns under an axial harmonic force this phenomenon is known as parametric ressonance. An excitation is said to be parametric if it appears as timedependent - often periodic - coefficients in the equations governing the motion of the system,and not as an inhomogeneous term.The column is described by Navier classical formulation. The present work consider the column with one or three degrees of freedom with or without nonlinearities. The equations governing the motion are obtained by the Ritz method.The linear equation (Mathieu equation) and the Duffing equation with small damping are solved in an approximate way using multiple scales techniques, revealing the possibility of destabilizing the static equilibrium position in certain regions of the control space. A similar conclusion is obtained by employing numerical methods for the solution of linear and nonlinear equation systems with or without initial geometrical imperfections.This enables one to obtain time response, phase space, projections Poincaré sections and bifurcation diagrams. These numerical results show that the column with nonlinearities and loaded by a periodic longitudinal force can present various solutions with the same period as the forcing and subharmonic e superharmonic oscillations, as well as chaotic motions.
Lui, Wing Man. „Design of cold-formed high strength stainless steel tubular columns and beam-columns /“. View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20LUI.
Includes bibliographical references (leaves 149-154). Also available in electronic version. Access restricted to campus users.
Perea, Tiziano. „Analytical and experimental study on slender concrete-filled steel tube columns and beam-columns“. Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37303.
Bücher zum Thema "Columns":
Canadian Society of Civil Engineers., Hrsg. Columns. [S.l: s.n., 1986.
Staff, Insignia Accounts. Column Pad: Columnar 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Column Book: Columnar 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Money Column Book: Columnar 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Pad 4 Columns: 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Sheet: 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Paper: 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Notebook: 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Worksheet: 4 Columns. Independently Published, 2017.
Staff, Insignia Accounts. Columnar Book: 4 Columns. Independently Published, 2017.
Buchteile zum Thema "Columns":
Shama, Mohamed. „Columns and Beam Columns“. In Buckling of Ship Structures, 237–65. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-17961-7_10.
Gere, James M., und Stephen P. Timoshenko. „Columns“. In Mechanics of Materials, 577–626. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4899-3124-5_9.
Hoffman, Edward S., David P. Gustafson und Albert J. Gouwens. „Columns“. In Structural Design Guide to the ACI Building Code, 266–323. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_10.
Tyson, Herb. „Columns“. In Microsoft® Word 2010 Bible, 467–75. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781118983966.ch27.
Dolan, John W., und Lloyd R. Snyder. „Columns“. In Troubleshooting LC Systems, 291–326. Totowa, NJ: Humana Press, 1989. http://dx.doi.org/10.1007/978-1-59259-640-9_11.
Krenk, Steen. „Columns“. In Mechanics and Analysis of Beams, Columns and Cables, 153–94. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-642-56694-3_3.
Setareh, Mehdi, und Robert Darvas. „Columns“. In Concrete Structures, 277–370. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_5.
Mori, Sadao, und Howard G. Barth. „Columns“. In Size Exclusion Chromatography, 45–53. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/978-3-662-03910-6_4.
Ghavami, Parviz. „Columns“. In Mechanics of Materials, 227–36. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-07572-3_10.
Hoffman, Edward S., Albert S. Gouwens, David P. Gustafson und Paul F. Rice. „Columns“. In Structural Design Guide, 123–45. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-1171-3_6.
Konferenzberichte zum Thema "Columns":
Sheikh, Shamim Ahmed, und Zahra Kharal. „Corrosion-resistant Reinforced Concrete Columns“. In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0946.
Abd El Gawad, Moataz A. M., Hesham A. Hegazi und Sayed M. Metwalli. „Optimum Design of Columns Under Elastic Buckling“. In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70601.
Liu, Mingyue, Longfei Xiao, Yufeng Kou und Haining Lu. „Numerical Study on Vortex-Induced Motions of Semi-Submersibles With Various Types of Columns“. In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62355.
Weston, Mark. „Water Columns“. In SIGGRAPH '13: Special Interest Group on Computer Graphics and Interactive Techniques Conference. New York, NY, USA: ACM, 2013. http://dx.doi.org/10.1145/2503649.2503672.
Khan, Omar. „Open columns“. In the 28th of the international conference extended abstracts. New York, New York, USA: ACM Press, 2010. http://dx.doi.org/10.1145/1753846.1754232.
Hirabayashi, Shinichiro, Murilo M. Cicolin, Rodolfo T. Gonçalves, Gustavo R. S. Assi und Hideyuki Suzuki. „Analysis of Wake Interaction of Oscillating Platform With Four Columns“. In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95749.
Xiao, Yan. „From Steel Tubed Columns to FRP Tubed Columns“. In Structures Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)143.
Spangler, Glenn E. „Modification of Golay’s Theory for Rectangular Microfabricated Gas Chromatographic Columns“. In ASME 1998 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/imece1998-1245.
Igra, D., und K. Takayama. „Study of Two Cylindrical Water Columns Subjected to Planar Shock Wave Loading“. In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-2044.
Güler, Soner, Fuat Korkut, Namik Yaltay und Demet Yavuz. „Axial behaviour of concrete filled steel tube stub columns: a review“. In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7602.
Berichte der Organisationen zum Thema "Columns":
Nema, Arpit, und Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, Dezember 2020. http://dx.doi.org/10.55461/zisp3722.
Trautschold, Olivia Carol, und Nicholas Gerardo Parra-Vasquez. Additive Manufacturing: Bio-Compatible Fungal Columns. Office of Scientific and Technical Information (OSTI), November 2018. http://dx.doi.org/10.2172/1483487.
de Bruijn, T. J. W., I. G. Reilly, D. MacIntyre und D. S. Scott. Exit discontinuity in slurry bubble columns. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1987. http://dx.doi.org/10.4095/304365.
Carinci, Craig A., und Grant T. Halvorsen. Tie Requirements for Prestressed Concrete Columns. Precast/Prestressed Concrete Institute, 1986. http://dx.doi.org/10.15554/pci.rr.comp-024.
Terzic, Vesna, und William Pasco. Novel Method for Probabilistic Evaluation of the Post-Earthquake Functionality of a Bridge. Mineta Transportation Institute, April 2021. http://dx.doi.org/10.31979/mti.2021.1916.
Georgeton, G. K., T. P. Gaughan und G. A. Taylor. Pilot scale benzene stripping column testing: Review of test data and application to the ITP columns. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10131975.
Walker, D. D. Modeling of Crystalline Silicotitanate Ion Exchange Columns. Office of Scientific and Technical Information (OSTI), März 1999. http://dx.doi.org/10.2172/4975.
Kyprianou, Constantinos, Pinelopi Kyvelou, Leroy Gardner und David A. Nethercot. NUMERICAL STUDY OF SHEATHED COLD-FORMED STEEL COLUMNS. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.090.
Selvaraj, Sivaganesh, und Mahendrakumar Madhavan. COLD-FORMED STEEL BUILT OF COLUMNS: EXPERIMENTAL INVESTIGATION. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.168.
Drake, R. H., und D. S. Williams. Cost effectiveness of detritiating water with resin columns. Office of Scientific and Technical Information (OSTI), Oktober 1997. http://dx.doi.org/10.2172/658140.