Gotowa bibliografia na temat „Buckling capacity”
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Artykuły w czasopismach na temat "Buckling capacity"
Wang, Ting Ting, i Lian Chun Long. "The Effect of Opening on Elastic Buckling of Plates Subjected to Unidirectional Compression Load". Applied Mechanics and Materials 574 (lipiec 2014): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amm.574.127.
Pełny tekst źródłaYing, Wudang, Changgen Deng i Chenhui Zhang. "Static Behaviors and Applications of Buckling Monitoring Members with Rigid Ends". Processes 9, nr 5 (10.05.2021): 836. http://dx.doi.org/10.3390/pr9050836.
Pełny tekst źródłaWong, Sui Kieng, Nabilah Abu Bakar, Nor Azizi Safiee i Noor Azline Mohd. Nasir. "PARAMETRIC STUDY IN SHEAR BUCKLING CAPACITY OF SINUSOIDAL CORRUGATED STEEL WEB". ASEAN Engineering Journal 12, nr 3 (31.08.2022): 89–93. http://dx.doi.org/10.11113/aej.v12.17181.
Pełny tekst źródłaVecchi, Francesca, i Beatrice Belletti. "Capacity Assessment of Existing RC Columns". Buildings 11, nr 4 (14.04.2021): 161. http://dx.doi.org/10.3390/buildings11040161.
Pełny tekst źródłaMa, Qing, Jin Song Lei i Wen Zhi Yin. "Buckling Analysis of Double-Limb Lipped Channel Section Member under Axial Load". Advanced Materials Research 243-249 (maj 2011): 268–73. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.268.
Pełny tekst źródłaWANG, Q., i J. G. CHASE. "BUCKLING ANALYSIS OF CRACKED COLUMN STRUCTURES AND PIEZOELECTRIC-BASED REPAIR AND ENHANCEMENT OF AXIAL LOAD CAPACITY". International Journal of Structural Stability and Dynamics 03, nr 01 (marzec 2003): 17–33. http://dx.doi.org/10.1142/s0219455403000793.
Pełny tekst źródłaKwon, Young Bong, Jin Hwan Cheung, Byung Seung Kong, Hwan Woo Lee i Kwang Kyu Choi. "Flexural Tests on the H-Section Simple Beams with Local Buckling". Applied Mechanics and Materials 105-107 (wrzesień 2011): 1677–80. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1677.
Pełny tekst źródłaLi, Bai Jian, Liang Sheng Zhu i Xin Sha Fu. "Theoretical Analysis for Local Buckling of Corrugated Steel Plate". E3S Web of Conferences 38 (2018): 03002. http://dx.doi.org/10.1051/e3sconf/20183803002.
Pełny tekst źródłaManuylov, Gaik, Sergey Kosytsyn i Irina Grudtsyna. "INFLUENCE OF BUCKLING FORMS INTERACTION ON STIFFENED PLATE BEARING CAPACITY". International Journal for Computational Civil and Structural Engineering 16, nr 2 (26.06.2020): 83–93. http://dx.doi.org/10.22337/2587-9618-2020-16-2-83-93.
Pełny tekst źródłaRameshbabu, C., i S. Prabavathy. "Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling". Archives of Civil Engineering 64, nr 3 (1.09.2018): 57–66. http://dx.doi.org/10.2478/ace-2018-0029.
Pełny tekst źródłaRozprawy doktorskie na temat "Buckling capacity"
O'Neill, Leah. "Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes". BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/5759.
Pełny tekst źródłaSun, Miao. "Use of Material Tailoring to Improve Axial Load Capacity of Elliptical Composite Cylinders". Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29693.
Pełny tekst źródłaPh. D.
Qin, Yi. "Numerical analysis of inelastic local web buckling capacity of coped steel I-beam". Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586272.
Pełny tekst źródłaIslam, Amjad, Stephen U. Nwokoli i Tatek Debebe. "Bearing Capacity of I-Joists". Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-12703.
Pełny tekst źródłaAl-Azzawi, Zaid Mohammed Kani. "Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading". Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/25453.
Pełny tekst źródłaTakeda, Hachirho. "A fundamental study on simplified analysis of buckling, load-carrying capacity and deformability of girders". 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/131965.
Pełny tekst źródłaVenter, Simon Herman. "The effect of the adjacent span on the lateral-torsional buckling capacity of overhang beams". Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/62800.
Pełny tekst źródłaKoen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Pełny tekst źródłaKoen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights". University of Sydney, 2008. http://hdl.handle.net/2123/3880.
Pełny tekst źródłaThis report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are compared to finite element predictions of displacements and maximum axial loads. The finite element analysis is then used to determine the buckling loads on braced and un-braced uprights of various lengths. The upright capacities can then be compared with standard design methods which generally do not accurately take into account the torsional resistance that the cross-aisle frame bracing provides to the upright. The information contained in this report would be beneficial to engineers or manufacturers who are involved in the design of rack uprights or other discretely braced complex light gauge steel members subject to axial loads.
Yuan, Zeng. "Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects". Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15980/1/Zeng_Yuan_Thesis.pdf.
Pełny tekst źródłaKsiążki na temat "Buckling capacity"
Larry, Sobel, i Langley Research Center, red. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.
Znajdź pełny tekst źródłaLarry, Sobel, i Langley Research Center, red. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.
Znajdź pełny tekst źródłaCzęści książek na temat "Buckling capacity"
Pham, Ngoc Hieu. "Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections". W Lecture Notes in Civil Engineering, 82–94. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_8.
Pełny tekst źródłaKaveh, Ali, i Armin Dadras Eslamlou. "Optimum Stacking Sequence Design of Composite Laminates for Maximum Buckling Load Capacity". W Metaheuristic Optimization Algorithms in Civil Engineering: New Applications, 9–50. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-45473-9_2.
Pełny tekst źródłaRodriguez, Mario E., i Marcelo Iñiguez. "Drift Capacity at Onset of Bar Buckling in RC Members Subjected to Earthquakes". W Concrete Structures in Earthquake, 185–200. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_12.
Pełny tekst źródłaShukur, Samer, i Magdi Mohareb. "Elastic Lateral-Torsional Buckling Capacity of Wide Flange Beams with End Warping Restraints". W Lecture Notes in Civil Engineering, 557–68. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0511-7_47.
Pełny tekst źródłaSoykasap, Ömer, i Şükrü Karakaya. "Structural Optimization of Laminated Composite Plates for Maximum Buckling Load Capacity Using Genetic Algorithm". W Advances in Fracture and Damage Mechanics VI, 725–28. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.725.
Pełny tekst źródłaLi, Z., H. Pasternak, J. Wang, B. Launert i T. Krausche. "Bending capacity of single and double-sided welded I-section girders: Part 2: Simplified welding simulation and buckling analysis". W Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 981–87. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-160.
Pełny tekst źródłaLi, Z., H. Pasternak, J. Wang, B. Launert i T. Krausche. "Bending capacity of single and double-sided welded I-section girders: Part 2: Simplified welding simulation and buckling analysis". W Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 341–42. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-160.
Pełny tekst źródłaBłażejewski, P., i J. Marcinowski. "Buckling capacity curves for pressurized spherical shells". W Metal Structures 2016, 401–6. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-55.
Pełny tekst źródła"Effect of local buckling of core plates on cumulative deformation capacity in buckling restrained braces". W Behaviour of Steel Structures in Seismic Areas, 627–34. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-94.
Pełny tekst źródła"Elastic shear buckling capacity of the longitudinally stiffened flat panels". W Analysis and Design of Marine Structures V, 477–86. CRC Press, 2015. http://dx.doi.org/10.1201/b18179-62.
Pełny tekst źródłaStreszczenia konferencji na temat "Buckling capacity"
Abed, Farid, i Fadia Ajjan. "Buckling capacity of pretwisted universal beam sections". W 2018 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2018. http://dx.doi.org/10.1109/icaset.2018.8376767.
Pełny tekst źródłaORTLEPP, O., F. WERNER i P. OSTERRIEDER. "PRACTICAL BUCKLING CAPACITY CURVE FOR COUPLED INSTABILITIES OF PLATES". 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_0014.
Pełny tekst źródłaPaschero, Maurizio, i Michael Hyer. "Improvement of Axial Buckling Capacity of Elliptical Lattice Cylinders". W 51st AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
18th AIAA/ASME/AHS Adaptive Structures Conference
12th. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2010. http://dx.doi.org/10.2514/6.2010-2703.
Andrews, Blake M., Larry A. Fahnestock i Junho Song. "Ductility Capacity Models for Buckling-Restrained Braces Using a Bayesian Methodology". W Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)201.
Pełny tekst źródłaIgi, Satoshi, Mitsuru Ohata, Takahiro Sakimoto, Junji Shimamura i Kenji Oi. "Buckling and Tensile Strain Capacity of Girth Welded 48″ X80 Pipeline". W ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10994.
Pełny tekst źródłaFatemi, Ali, Shawn Kenny, Millan Sen, Joe Zhou, Farid Taheri i Mike Paulin. "Parameters Affecting the Buckling and Post-Buckling Behaviour of High Strength Pipelines". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79578.
Pełny tekst źródłaMashayekh, Adel, Lachezar Handzhiyski i Stephen K. Harris. "Finite element analyses of a buckling-restrained pile". W IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1462.
Pełny tekst źródłaMashayekh, Adel, Lachezar Handzhiyski i Stephen K. Harris. "Finite element analyses of a buckling-restrained pile". W IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1462.
Pełny tekst źródłaIijima, Toru, Kenichi Suzuki, Takashi Okafuji, Hideyuki Morita i Ryo Fujimoto. "The Ultimate Strength of Cylindrical Liquid Storage Tanks Under Earthquakes: Seismic Capacity Test of Tanks Used in PWR Plants — Part 2, Static Post-Buckling Strength Tests". W ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61953.
Pełny tekst źródłaSun, Miao, i Michael Hyer. "Use of Material Tailoring to Improve Buckling Capacity of Elliptical Composite Cylinders". W 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2353.
Pełny tekst źródłaRaporty organizacyjne na temat "Buckling capacity"
Bathon, Leander. Probabilistic Determination of Failure Load Capacity Variations for Lattice Type Structures Based on Yield Strength Variations including Nonlinear Post-Buckling Member Performance. Portland State University Library, styczeń 2000. http://dx.doi.org/10.15760/etd.1224.
Pełny tekst źródłaTrim, M., Matthew Murray i C. Crane. Modernization and structural evaluation of the improved Overhead Cable System. Engineer Research and Development Center (U.S.), marzec 2021. http://dx.doi.org/10.21079/11681/40025.
Pełny tekst źródłaTEST ON RESILIENCE CAPACITY OF SELF-CENTERING BUCKLING RESTRAINED BRACE WITH DISC SPRINGS. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.156.
Pełny tekst źródłaAXIAL RESIDUAL CAPACITY OF CIRCULAR CONCRETE-FILLED STEEL TUBE STUB COLUMNS CONSIDERING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, wrzesień 2018. http://dx.doi.org/10.18057/ijasc.2018.14.3.11.
Pełny tekst źródłaSTUDY ON LOCAL BEARING CAPACITY OF COMPOSITE I-GIRDER WITH CONCRETE -FILLED TUBULAR FLANGE AND CORRUGATED WEB. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.331.
Pełny tekst źródłaLOAD-CARRYING CAPACITY OF DAMAGED STEEL GIRDER. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.227.
Pełny tekst źródłaLOCAL BUCKLING (WRINKLING) OF PROFILED METAL-FACED INSULATING SANDWICH PANELS – A PARAMETRIC STUDY. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.248.
Pełny tekst źródłaEXPERIMENTAL STUDY ON BEHAVIOR OF THE GUSSET-PLATE JOINT OF ALUMINUM ALLOY PORTAL FRAME. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.257.
Pełny tekst źródłaEXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, grudzień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.
Pełny tekst źródłaEFFICIENCY OF DIFFERENT CONNECTIONS ON THE BEHAVIOUR OF COLD-FORMED SINGLE-ANGLE STEEL MEMBERS CONNECTED THROUGH ONE LEGUNDER AXIAL LOADING. The Hong Kong Institute of Steel Construction, wrzesień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.10.
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