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Статті в журналах з теми "Geometrically nonlinear static analyses"
Yang, Lan, Changchuan Xie, and Chao Yang. "Geometrically exact vortex lattice and panel methods in static aeroelasticity of very flexible wing." Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering 234, no. 3 (November 20, 2019): 742–59. http://dx.doi.org/10.1177/0954410019885238.
Повний текст джерелаXenidis, Haris, Konstantinos Morfidis, and Panagis G. Papadopoulos. "Simple Nonlinear Static Analysis Using Truss Models for Modeling Snap-through of Thin Shallow Arches." Applied Mechanics and Materials 215-216 (November 2012): 685–91. http://dx.doi.org/10.4028/www.scientific.net/amm.215-216.685.
Повний текст джерелаKato, Shiro, Takashi Ueki, and Yoichi Mukaiyama. "Study of Dynamic Collapse of Single Layer Reticular Domes Subjected to Earthquake Motion and the Estimation of Statically Equivalent Seismic Forces." International Journal of Space Structures 12, no. 3-4 (September 1997): 191–203. http://dx.doi.org/10.1177/026635119701200308.
Повний текст джерелаTsushima, Natsuki, Masato Tamayama, and Tomohiro Yokozeki. "Static Geometrically Nonlinear Aeroelastic Framework for Multi-Fidelity Analysis." JOURNAL OF THE JAPAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES 68, no. 4 (2020): 142–47. http://dx.doi.org/10.2322/jjsass.68.142.
Повний текст джерелаZuo, Wenjie, Ke Huang, and Fei Cheng. "EFESTS: Educational finite element software for truss structure – Part 3: Geometrically nonlinear static analysis." International Journal of Mechanical Engineering Education 45, no. 2 (February 20, 2017): 154–69. http://dx.doi.org/10.1177/0306419016689503.
Повний текст джерелаSautter, Klaus Bernd, and Kai-Uwe Bletzinger. "Hyperelastic Geometrically Nonlinear Inverse 3D-FEM Truss Analyses Based on VaReS." Advances in Civil Engineering 2022 (December 1, 2022): 1–19. http://dx.doi.org/10.1155/2022/3573608.
Повний текст джерелаUpadhyay, A. K., and K. K. Shukla. "Geometrically nonlinear static and dynamic analysis of functionally graded skew plates." Communications in Nonlinear Science and Numerical Simulation 18, no. 8 (August 2013): 2252–79. http://dx.doi.org/10.1016/j.cnsns.2012.12.034.
Повний текст джерелаAkbaş, Şeref Doğuşcan. "Geometrically Nonlinear Static Analysis of Edge Cracked Timoshenko Beams Composed of Functionally Graded Material." Mathematical Problems in Engineering 2013 (2013): 1–14. http://dx.doi.org/10.1155/2013/871815.
Повний текст джерелаPark, Kyusic, and Matthew S. Allen. "Quasi-static modal analysis for reduced order modeling of geometrically nonlinear structures." Journal of Sound and Vibration 502 (June 2021): 116076. http://dx.doi.org/10.1016/j.jsv.2021.116076.
Повний текст джерелаBerry, D. T., and T. Y. Yang. "Simplified lattice beam elements for geometrically nonlinear static,dynamic, and postbuckling analysis." AIAA Journal 24, no. 8 (August 1986): 1346–47. http://dx.doi.org/10.2514/3.9441.
Повний текст джерелаДисертації з теми "Geometrically nonlinear static analyses"
Isoldi, Liércio André. "Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2008. http://hdl.handle.net/10183/14378.
Повний текст джерелаIt is well known that laminate composite materials are nowadays commonly used in the aeronautical, aerospace, naval and other industries mainly because their attractive properties as compared to isotropic materials, such as higher stiffness/weight, higher strength, higher damping and good properties related to thermal or acoustic isolation, among others. However, the behavior of structures made of composite materials can be improved using smart materials. Among several kinds of commercially available smart materials, the piezoelectric materials are widely used as sensors and actuators for the monitoring and control of structures. The direct piezoelectric effect states that a mechanical strain applied to the material is converted to an electric charge. On the other hand, the converse piezoelectric effect states that an electric potential applied to the material is converted to mechanical strain. These effects govern the electromechanical interaction in piezoelectric materials. The finite element method, a widely accepted and powerful tool for analyzing complex structures, is capable of dealing with the integration of smart components and classic structural parts. So, linear and geometrically nonlinear static and dynamic behavior of thin laminate composite structures embedded with piezoelectric layers are analyzed in this work using the Finite Element Method (FEM). Triangular elements, called GPL-T9, with three nodes and six degrees of freedom per node (three displacement and three rotation components) and one degree of freedom per piezoelectric layer (electrical potential) are used. For static analysis the nonlinear equilibrium equations are solved using the Generalized Displacement Control Method (GDCM) while the dynamic solution is performed using the classical Newmark Method with an Updated Lagrangean Formulation (ULF). The system of equations is solved using the Gradient Cojugate Method (GCM) and in nonlinear cases an iterative-incremental scheme is employed. Several numerical examples are presented and compared with results obtained by other authors with different kind of elements and different schemes. The agreement among these results demonstrates the validity and effectiveness of the developed models.
Providas, Efthimios. "On the geometrically nonlinear constant moment triangle (with a note on drilling rotations)." Thesis, Brunel University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.277518.
Повний текст джерелаJurík, Michal. "Lávky pro pěší tvořené plochým obloukem." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-392287.
Повний текст джерелаShi, Guangyu. "Nonlinear static and dynamic analyses of large-scale lattice-type structures and nonlinear active control by piezo actuators." Diss., Georgia Institute of Technology, 1988. http://hdl.handle.net/1853/19176.
Повний текст джерелаCevik, Deniz. "Determination Of The Change In Building Capacity During Earthquakes." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607085/index.pdf.
Повний текст джерелаBolander, Julie Christine. "Investigation of Torsional Effects on Thirteen-Story Reinforced Concrete Frame-Wall Structure Modeled in ETABS and SAP2000 Using Linear and Nonlinear Static and Dynamic Analyses." Thesis, University of California, San Diego, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=1557303.
Повний текст джерелаThe primary objective of this thesis is to evaluate the effects of torsion on the nonlinear seismic response of a thirteen-story reinforced concrete frame-wall structure with an asymmetric stiffness in plan. The NEHRP building structure, located in Berkeley, CA and previously designed by André Barbosa, was modeled in ETABS and SAP2000 to perform several analyses. The models accounted for realistic cracked concrete section stiffnesses, expected material properties, and nonlinear plastic hinges. Due to limitations of ETABS in performing nonlinear dynamic time history analysis, the model was exported to SAP2000. An asymmetric lateral stiffness model was created by moving one of the shear walls from the center of the building toward the outside of the building. OpenSees was used to find the nonlinear hinge moment-rotation relationships.
Using a suite of seven ground motion record pairs, an essentially linear dynamic time history analysis was performed on the symmetric and asymmetric ETABS models. The SAP2000 models were used to perform a series of nonlinear static (pushover) analyses. Fully nonlinear, including material and geometric nonlinearity, time history analyses were performed on the SAP2000 models using the seven ground motion pairs, appropriately cut to shorter lengths to reduce the analysis run-time. In each analysis case, the results of the symmetric and asymmetric models were compared. Overall, the asymmetric model typically experienced torsional effects and larger displacement responses than the symmetric model. The more nonlinear the structure behaved, the more influence torsion had on the response of the model with asymmetrically-placed shear walls.
Zong-LiHong and 洪宗立. "Geometrically Nonlinear Static Analysis of an Embedded Multi-Walled Carbon Nanotube." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/9ay34m.
Повний текст джерела國立成功大學
土木工程學系
105
Based on Reissner’s mixed variational theorem (RMVT), rather than the principle of virtual displacement (PVD), we present a nonlocal Timoshenko beam theory (TBT) for the geometrically nonlinear static analysis of multi-walled carbon nanotubes (MWCNT) embedded in an elastic medium. The embedded MWCNT is subjected to mechanical loads on its outer-most surface, with combinations of simply-supported and clamped edge conditions. The van der Waals interaction between any pair of walls constituting the MWCNT is considered, and the interaction between the MWCNT and its surrounding medium is simulated using the Pasternak-type foundation model. In the formulation, the governing equations of a typical wall and the associated boundary conditions are derived, in which von Karman geometrical nonlinearity is considered. Eringen’s nonlocal elasticity theory is used to account for the small length scale effect. The deformations induced in the embedded MWCNT are obtained using the differential quadrature method and a direct iteration approach.
Tsao, Cheng-pang, and 曹正邦. "Geometrically Nonlinear Dynamic Analyses of Three-Dimensional Cables." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/e6bes8.
Повний текст джерела國立臺灣科技大學
營建工程系
94
Cables usually exhibit geometrically nonlinear behavior under large deformation. A cable with sag is modeled by an truss with an equivalent modulus of elasticity in simplified analyses; but the cable deformation can not be determined. This study adopts Three-Dimensional elastic catenary cable elements in the finite element formulation of an cable to simulate its initial mode shape, nonlinear static behavior and nonlinear dynamic behavior. This paper also analyses three kinds of cable resonance. In the future, cable-stayed bridges will be analysed by the proposed approach.
Maio, Rui André Simões Dias. "Earthquake risk mitigation of urban cultural heritage assets." Doctoral thesis, 2020. http://hdl.handle.net/10773/30549.
Повний текст джерелаA presente tese tem por objetivo contribuir para o estudo da avaliação da vulnerabilidade sísmica de edifícios urbanos antigos, e subsequentemente, para a mitigação do risco sísmico em centros históricos, através da investigação da eventual correlação entre métodos analíticos e semiempíricos, que possa levar ao desenvolvimento de uma nova abordagem híbrida. Assim, no Capítulo 1, é feita uma breve contextualização do tópico principal da tese e dos respetivos objectivos e motivações, sendo ainda apresentada a estrutura e organização do documento, assim como a lista das publicações que suportam o trabalho aqui desenvolvido. O Capítulo 2 apresenta uma revisão exaustiva da literatura, de forma a que se possam identificar não só as atuais linhas de investigação neste tópico, mas também lacunas na investigação e eventuais janelas de oportunidade para melhorar o conhecimento científico nesta área específica. No Capítulo 3 são discutidos alguns dos principais desafios associados com as técnicas de inspecção e diagnóstico de edifícios urbanos antigos, com foco para as particularidades dos edifícios integrados em agregados urbanos. Numa segunda fase, são também discutidos os desafios associados à avaliação da resposta sísmica de edifícios urbanos antigos, nomeadamente no que diz respeito às vantagens e limitações da utilização de métodos analíticos baseados em abordagens por macrolementos. O Capítulo 4 apresenta a análise custo-benefício associada à adopção de soluções tradicionais de reforço sísmico na reabilitação de edifícios urbanos antigos. Se numa primeira fase, é analisada, de forma isolada, a viabilidade dessas soluções de reforço, num segundo momento, é aplicado um modelo de análise custobenefício a quatro casos de estudo considerados representativos, quer do edificado rural quer do edificado urbano da ilha do Faial, nos Açores. O Capítulo 5 apresenta o estudo da correlação entre duas abordagens reconhecidas internacionalmente para a avaliação do risco sísmico de edifícios de alvenaria localizados em centros históricos: o método do “índice de vulnerabilidade” e a “curva de capacidade” resultante da utilização de um modelo numérico simplificado juntamente com uma abordagem estática não-linear. Finalmente, no Capítulo 6, são resumidas as principais conclusões de cada um dos capítulos anteriores, assim como as principais linhas orientadoras para novos desenvolvimentos e trabalhos futuros.
Programa Doutoral em Engenharia Civil
Книги з теми "Geometrically nonlinear static analyses"
Dumanoğlu, A. Aydın. Kemer barajların lineer ve lineer olmayan statik ve dinamik analizi =: Linear and nonlinear static and dynamic analyses of arch dams. Maslak, İstanbul: Türkiye Deprem Vakfı, 1998.
Знайти повний текст джерелаЧастини книг з теми "Geometrically nonlinear static analyses"
Yang, Lan, Changchuan Xie, Deli Liang, and Chao An. "Geometrically Nonlinear Static Aeroelastic Analysis Based on CFD/CSD Interaction Accelerated by Panel Method." In Lecture Notes in Electrical Engineering, 324–36. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-7652-0_31.
Повний текст джерелаDănilă, Gabriel. "Assessment of Nonlinear Static Analyses on Irregular Building Structures." In Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 153–62. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_13.
Повний текст джерелаZirpoli, Adalgisa, and Stefano Farina. "Advanced Constitutive Laws for Nonlinear Static Analyses of Masonry Structures." In Lecture Notes in Civil Engineering, 978–97. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_86.
Повний текст джерелаLagomarsino, Sergio, Daniela Camilletti, Serena Cattari, and Salvatore Marino. "Seismic Assessment of Existing Irregular Masonry Buildings by Nonlinear Static and Dynamic Analyses." In Recent Advances in Earthquake Engineering in Europe, 123–51. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75741-4_5.
Повний текст джерелаKaushik, Snehal, and Kaustubh Dasgupta. "Seismic Behaviour of RC Slab–Shear Wall Assemblage Using Nonlinear Static and Dynamic Analyses." In Lecture Notes in Civil Engineering, 219–31. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0365-4_19.
Повний текст джерела"Nonlinear Static Analysis Method." In Structural Dynamics and Static Nonlinear Analysis From Theory to Application, 285–344. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-4399-3.ch011.
Повний текст джерела"Co-rotational FEM for fast geometrically nonlinear static and dynamic algorithms." In Research and Applications in Structural Engineering, Mechanics and Computation, 199–200. CRC Press, 2013. http://dx.doi.org/10.1201/b15963-87.
Повний текст джерелаFava, M., E. Stievanin, F. da Porto, and C. Modena. "Comparison results between linear dynamic and nonlinear static analyses for an historical RC frame." In Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls, 1721–27. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-232.
Повний текст джерелаFava, M., M. Munari, F. da Porto, and C. Modena. "Seismic vulnerability assessment of existing masonry buildings by nonlinear static analyses and fragility curves." In Brick and Block Masonry, 2409–16. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-297.
Повний текст джерелаFava, M., M. Munari, F. Da Porto, and C. Modena. "Seismic vulnerability assessment of existing masonry buildings by nonlinear static analyses and fragility curves." In Brick and Block Masonry, 2409–16. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-315.
Повний текст джерелаТези доповідей конференцій з теми "Geometrically nonlinear static analyses"
Durmaz, Seher, and Metin O. Kaya. "Geometrically Nonlinear Vibration Analysis of Thin-Walled Composite Beams." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-64129.
Повний текст джерелаYEOM, CHAN, and ANTHONY VIZZINI. "Quasi-static analysis of peeling process using geometrically nonlinear finite element model." In 32nd Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1004.
Повний текст джерелаHrinda, G. A. "Geometrically nonlinear static analysis of 3D trusses using the arc-length method." In CMEM 2007. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/cmem070261.
Повний текст джерелаAlamo, Fredy Coral, and Hans Ingo Weber. "Dynamics of Beams Using a Geometrically Exact Elastic Rod Approach." In ASME 8th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2006. http://dx.doi.org/10.1115/esda2006-95158.
Повний текст джерелаAlijani, F., and M. Amabili. "Nonlinear Parametric Instability of Functionally Graded Rectangular Plates in Thermal Environments." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89140.
Повний текст джерелаde Paor, Caitri´ona, Denis Kelliher, Kevin Cronin, and William M. D. Wright. "The Computation of Accurate Buckling Pressures of Imperfect Thin-Walled Cylinders." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25806.
Повний текст джерелаUmeda, Hiroki, and Hirohisa Noguchi. "Structural Optimization of Buckling Load in Fluid-Structure Interaction Problems." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-32545.
Повний текст джерелаKobayashi, Takaya, and Tomotaka Ogasawara. "Post-Buckling Analyses of Elastic Circular Cylindrical Shells Under Axial Compression." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71532.
Повний текст джерелаChiorean, Cosmin G., and Marius S. Buru. "Second-order flexibility-based model for nonlinear inelastic analysis of composite steel-concrete frameworks with partial composite action and semi-rigid connections." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7213.
Повний текст джерелаOrynyak, Igor, Igor Burak, Sergiy Okhrimchuk, Andrii Novikov, and Andrii Pashchenko. "Assessment of Stress-Displacement State of Cable Suspended Pipeline Bridge During Inspection Pig Motion." In 2016 11th International Pipeline Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/ipc2016-64197.
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