Gotowa bibliografia na temat „Overall buckling”
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Artykuły w czasopismach na temat "Overall buckling"
Hoveidae, N., i B. Rafezy. "Overall buckling behavior of all-steel buckling restrained braces". Journal of Constructional Steel Research 79 (grudzień 2012): 151–58. http://dx.doi.org/10.1016/j.jcsr.2012.07.022.
Pełny tekst źródłaZhang, Bao, i Qin Sun. "The Ultimate Strength of Stiffened Panel with Overall Buckling". Advanced Materials Research 308-310 (sierpień 2011): 1297–301. http://dx.doi.org/10.4028/www.scientific.net/amr.308-310.1297.
Pełny tekst źródłaKafashzadeh, Sajjad, Hassan Ramezanzadeh Kandi, Mohammad Amin Azimi Rad i Mojtaba Ataherizadeh. "The overall buckling behavior of the buckling bracelets is all steel". Journal of New Ideas in Science, Engineering and Technology 1, nr 3 (10.02.2018): 48–63. http://dx.doi.org/10.21859/engin-01035.
Pełny tekst źródłaHadi, B. K., i F. L. Matthews. "Buckling of anisotropic sandwich panels containing holes: Part I – overall buckling". Composite Structures 52, nr 2 (maj 2001): 205–16. http://dx.doi.org/10.1016/s0263-8223(00)00169-0.
Pełny tekst źródłaOHTSUKA, Takahiro, Kensaku KANEKO i Shojiro MOTOYUI. "TRUSS ELEMENT FOR H-SHAPED STEEL MEMBER WITH OVERALL BUCKLING AND LOCAL BUCKLING". Journal of Structural and Construction Engineering (Transactions of AIJ) 74, nr 636 (2009): 267–72. http://dx.doi.org/10.3130/aijs.74.267.
Pełny tekst źródłaYin, Zhanzhong, i Fucheng Bu. "Overall Stability Analysis of Improved Buckling Restrained Braces". Open Civil Engineering Journal 10, nr 1 (10.03.2016): 61–75. http://dx.doi.org/10.2174/1874149501610010061.
Pełny tekst źródłaYidris, Noorfaizal, Mohamed Thariq Hameed Sultan, Mohammad Yazdi Harmin i Azmin Shakrine Mohd Rafie. "Local-Overall Flexural Interaction of Pinned-Ended Thin-Walled I-Section Columns". Applied Mechanics and Materials 564 (czerwiec 2014): 444–48. http://dx.doi.org/10.4028/www.scientific.net/amm.564.444.
Pełny tekst źródłaYoung, Ben, i Jintang Yan. "Channel Columns Undergoing Local, Distortional, and Overall Buckling". Journal of Structural Engineering 128, nr 6 (czerwiec 2002): 728–36. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:6(728).
Pełny tekst źródłaHradil, Petr, i Asko Talja. "Numerical verification of stainless steel overall buckling curves". Thin-Walled Structures 83 (październik 2014): 52–58. http://dx.doi.org/10.1016/j.tws.2014.01.011.
Pełny tekst źródłaIman, Miftahul, Bambang Suhendro, Henricus Priyosulistyo i Muslikh. "Experimental and numerical investigations on overall buckling of steel pipe truss with circular cutout on the compression element". MATEC Web of Conferences 258 (2019): 03013. http://dx.doi.org/10.1051/matecconf/201925803013.
Pełny tekst źródłaRozprawy doktorskie na temat "Overall buckling"
Ghosh, Biswarup. "Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels". Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31803.
Pełny tekst źródłaMaster of Science
Becque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Pełny tekst źródłaBecque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns". University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Pełny tekst źródłaAbstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes a lack of understanding of this subject and a need for experimental data, particularly on the local-overall interaction buckling of stainless steel open sections. Two separate experimental programs were therefore carried out. The first program included 36 tests on pin-ended lipped channel columns. Three alloys were considered: AISI 304, AISI 430 and 3Cr12. The specimens were designed to fail by local-overall interaction buckling in the inelastic stress range, thus highlighting the non-linear behaviour of stainless steel. Half of the specimens were tested under a concentric load. The other half had the load applied with a nominal eccentricity of Le/1500. The test results demonstrate the imperfection sensitivity of local-overall interaction buckling and illustrate the shift in effective centroid in pin-ended columns with singly symmetric cross-section. The second experimental program studied local-overall interaction buckling in 24 pin-ended stainless steel I-section columns. The specimens consisted of plain channels connected back-to-back using sheet metal screws. Two alloys were considered: AISI 304 and AISI 404. Local and overall imperfections were carefully measured in both experimental programs. Extensive material testing was carried out on the alloys employed in the experimental program, in order to determine tensile and compressive material properties, anisotropic parameters and enhanced corner properties. A detailed finite element model is presented, which includes non-linear material behaviour, anisotropy, increased material properties of the corner areas and local and overall imperfections. The model was verified against the two aforementioned experimental programs and against additional data available in literature on stainless steel SHS columns. The model yielded excellent predictions of the specimen failure mode, ultimate strength and load-deformation behaviour. The finite element model was used to generate additional data for stainless steel columns with lipped channel, plain channel, SHS and I-shaped cross-section, failing by local-overall interaction buckling. The parametric studies covered the practical ranges of overall and cross-sectional slenderness values. The Australian/New Zealand, European and North American standards for stainless steel were evaluated using the available data. The comparison reveals an inability of the design codes to properly account for the interaction effect as the cross-sectional slenderness increases. Predictions are unsafe for I-section columns with intermediate or high cross-sectional slenderness. A direct strength method is proposed for stainless steel columns, accounting for the local-overall interaction effect. The method offers a simple design solution which fits within the framework of the current Australian and North-American standards.
Toneff, Janine Diana. "Local and overall buckling of thin-walled beams and columns using finite elements". Thesis, University of British Columbia, 1986. http://hdl.handle.net/2429/26334.
Pełny tekst źródłaApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Pevner, Jan. "Nadzemní parkovací dům". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226965.
Pełny tekst źródłaCzęści książek na temat "Overall buckling"
Piscopo, V. "Local and overall buckling of uniaxially compressed stiffened panels". W Sustainable Maritime Transportation and Exploitation of Sea Resources, 289–96. CRC Press, 2011. http://dx.doi.org/10.1201/b11810-46.
Pełny tekst źródłaUsami, T., i H. B. Ge. "Local and Overall Interaction Buckling of Steel Columns Under Cyclic Loading". W Light-Weight Steel and Aluminium Structures, 845–52. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043014-0/50201-8.
Pełny tekst źródłaYuan, H., X. Du, Y. Wang, Y. Shi, L. Gardner i L. Yang. "Local and local-overall buckling behaviour of welded stainless steel box section columns". W Tubular Structures XV, 263–70. CRC Press, 2015. http://dx.doi.org/10.1201/b18410-43.
Pełny tekst źródłaGristchak, V. Z., i N. M. Dyachenko. "Axial force effect on the overall buckling of a compound reinforced shell structure with the positive Gaussian curvature at an external pressure". W MATHEMATICAL AND COMPUTER MODELLING OF ENGINEERING SYSTEMS, 35–49. Izdevnieciba “Baltija Publishing”, 2020. http://dx.doi.org/10.30525/978-9934-26-019-3-3.
Pełny tekst źródłaWilson, E. Vance, i Joline P. Morrison. "A Measuring of Task-Technology Fit for Computer-Mediated Communication". W Human Centered Methods in Information Systems, 145–58. IGI Global, 2000. http://dx.doi.org/10.4018/978-1-878289-64-3.ch010.
Pełny tekst źródłaWeil, Arlo Brandon, i Adolph Yonkee. "The Laramide orogeny: Current understanding of the structural style, timing, and spatial distribution of the classic foreland thick-skinned tectonic system". W Laurentia: Turning Points in the Evolution of a Continent. Geological Society of America, 2022. http://dx.doi.org/10.1130/2022.1220(33).
Pełny tekst źródłaStreszczenia konferencji na temat "Overall buckling"
DEGEE, H. "COUPLING BETWEEN LOCAL AND OVERALL BUCKLING USING BEAM ELEMENTS". W Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0012.
Pełny tekst źródłaPeng, Xiaotong, i Chen Lin. "Computer modeling of local-overall interactive buckling on cut-T struts". W 2009 2nd IEEE International Conference on Computer Science and Information Technology. IEEE, 2009. http://dx.doi.org/10.1109/iccsit.2009.5234585.
Pełny tekst źródłaSridharan, Srinivasan, Kim Sunjung i Sami I. El-Sayed. "Interactive Buckling of Sandwich Plates Under Compression". W ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/amd-25420.
Pełny tekst źródłaWittenberg, Thomas, i Tom van Baten. "Exploratory Investigation of the Local-Overall Buckling Behaviour of Glare Shear Panels Including Plasticity Effects". W 43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-1721.
Pełny tekst źródłaKok, Soo Bee, Shu S. Tang, Francis H. Ku, Marcos L. Herrera, John F. O’Rourke i Francis H. Ray. "Oyster Creek Nuclear Generating Station Containment Drywell Buckling Analysis". W ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25450.
Pełny tekst źródłaClarke, Edward, i Robert Frith. "The Effect of Nozzles and Nozzle Loadings on Shell Buckling". W ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45090.
Pełny tekst źródłaRedekop, D. "Buckling Analysis of an Orthotropic Elliptical Toroidal Shell". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77524.
Pełny tekst źródłaAghakouchak, Ali Akbar, i Behrouz Asgarian. "Inelastic Analysis of Jacket Type Offshore Structures Using Fiber Elements". W ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28416.
Pełny tekst źródłaHu, Ying, Kumi G. Adomako, Liangliang Feng, Le Shen, Weifu Zhang, Shidong Nie, Jia Cui, TanChuMin Xu i Lei Xu. "Effect of Residual Stresses on the Overall Buckling Behavior of Welded Box-section Columns under Axial Compression Loading". W IABSE Symposium, Vancouver 2017: Engineering the Future. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.0413.
Pełny tekst źródłaKasaiezadeh, Alireza, Amir Khajepour i Hamid Jahed. "Using Level Set Method in Order to Design Structures Against Buckling". W ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28942.
Pełny tekst źródłaRaporty organizacyjne na temat "Overall buckling"
BUCKLING BEHAVIOR OF A WHEEL COUPLER HIGH-FORMWORK SUPPORT SYSTEM BASED ON SEMI-RIGID CONNECTION JOINTS. The Hong Kong Institute of Steel Construction, marzec 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.1.
Pełny tekst źródłaMECHANICAL PROPERTIES OF HGMFSST COLUMNS UNDER AXIAL COMPRESSION-EXPERIMENT AND ANALYSIS. The Hong Kong Institute of Steel Construction, grudzień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.10.
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