Littérature scientifique sur le sujet « Nonlinear static (pushover) analysis »
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Articles de revues sur le sujet "Nonlinear static (pushover) analysis"
Somwanshi, Mrs Ramatai. « Estimation of Nonlinear Static Damage Index for Seismic Assessment ». International Journal for Research in Applied Science and Engineering Technology 9, no VII (31 juillet 2021) : 3688–95. http://dx.doi.org/10.22214/ijraset.2021.37069.
Texte intégralSheth, Rutvik, Jayesh Prajapati et Devesh Soni. « Comparative study nonlinear static pushover analysis and displacement based adaptive pushover analysis method ». International Journal of Structural Engineering 9, no 1 (2018) : 81. http://dx.doi.org/10.1504/ijstructe.2018.090753.
Texte intégralSoni, Devesh, Jayesh Prajapati et Rutvik Sheth. « Comparative study of nonlinear static pushover analysis and displacement based adaptive pushover analysis method ». International Journal of Structural Engineering 9, no 1 (2018) : 1. http://dx.doi.org/10.1504/ijstructe.2018.10009092.
Texte intégralZheng, Zhi, Changhai Zhai, Xu Bao et Xiaolan Pan. « Seismic capacity estimation of a reinforced concrete containment building considering bidirectional cyclic effect ». Advances in Structural Engineering 22, no 5 (25 octobre 2018) : 1106–20. http://dx.doi.org/10.1177/1369433218806034.
Texte intégralAbass, Haider Ali, et Husain Khalaf Jarallah. « Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art ». Al-Nahrain Journal for Engineering Sciences 24, no 1 (7 juillet 2021) : 52–75. http://dx.doi.org/10.29194/njes.24010052.
Texte intégralPinho, Rui, Mário Marques, Ricardo Monteiro, Chiara Casarotti et Raimundo Delgado. « Evaluation of Nonlinear Static Procedures in the Assessment of Building Frames ». Earthquake Spectra 29, no 4 (novembre 2013) : 1459–76. http://dx.doi.org/10.1193/100910eqs169m.
Texte intégralKrolo, Paulina, et Davor Grandić. « Hysteresis Envelope Model of Double Extended End-Plate Bolted Beam-to-Column Joint ». Buildings 11, no 11 (3 novembre 2021) : 517. http://dx.doi.org/10.3390/buildings11110517.
Texte intégralYADAV, AASTHA, et DEEPTI HAZARI. « STATIC PUSHOVER ANALYSIS FOR REGULAR AND IRREGULAR STRUCTURES IN ALL ZONES ». YMER Digital 21, no 05 (31 mai 2022) : 1515–23. http://dx.doi.org/10.37896/ymer21.05/g5.
Texte intégralFragiadakis, Michalis, Dimitrios Vamvatsikos et Mark Aschheim. « Application of Nonlinear Static Procedures for the Seismic Assessment of Regular RC Moment Frame Buildings ». Earthquake Spectra 30, no 2 (mai 2014) : 767–94. http://dx.doi.org/10.1193/111511eqs281m.
Texte intégralYu, Miao, Zhi Hong Dai et Gui Juan Hu. « Improvements on Structural Static Pushover Analysis Method in High-Rise Building Structure ». Advanced Materials Research 989-994 (juillet 2014) : 3075–78. http://dx.doi.org/10.4028/www.scientific.net/amr.989-994.3075.
Texte intégralThèses sur le sujet "Nonlinear static (pushover) analysis"
Sapkota, Suman. « Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis ». University of Toledo / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.
Texte intégralLeung, Colin. « SENSITIVITY OF SEISMIC RESPONSE OF A 12 STORY REINFORCED CONCRETE BUILDING TO VARYING MATERIAL PROPERTIES ». DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/681.
Texte intégralAlamri, Amro Abdullah. « DEVELOPING A FULL THREE-DIMENSIONAL MODEL OF SELF-CENTERING CONCENTRICALLY BRACED FRAME SYSTEMS USING NONLINEAR STATIC PUSHOVER ANALYSIS ». University of Akron / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1627680240922479.
Texte intégralFernández, López Rodrigo Miguel, et Velásquez Ricardo Timoteo Zapata. « Análisis y diseño estructural de una torre de 40 pisos y 4 sótanos siguiendo normas peruanas incluyendo su desempeño sísmico en el distrito de Santiago de Surco, Lima ». Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/652425.
Texte intégralIn the present investigation, the analysis and structural design of a 40-storey tower and 4 reinforced concrete basements will be carried out following Peruvian regulations and the calculation of seismic performance in the Santiago de Surco district, Lima. For this, the hypothesis states whether the Peruvian standards meet the desired seismic resistance performance for a tall tower like this one. For a progressive understanding, first a description will be made of the tall tower to study, its architecture, structure, soil and others. In the second part, the concepts necessary to understand the types of static linear analysis, dynamic linear analysis and static non-linear analysis will be given. The materials will be defined, the moment - rotation diagrams will also explain the obtaining of the building capacity curve. Wind and performance level concepts will be discussed. In the third part, we will proceed with seismic analysis complying with the seismic resistance requirements, we will also do the wind analysis to compare both effects. In the fourth chapter, the structural design will be carried out using the reinforced concrete standards. In chapter five the performance analysis will be done using the pushover method to finally get the results of this project and the conclusions of this development.
Tesis
Estrella, Chavez Juan Jacob, et Zamalloa Ángel Jair Ochoa. « Determinación de la vulnerabilidad sísmica del Mercado Municipal del Balneario de Pucusana mediante el análisis estático no lineal “pushover” ». Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2021. http://hdl.handle.net/10757/657564.
Texte intégralDue to the high danger of earthquake occurrence, to which the Pucusana city is exposed and the population growth that it has had in recent years, it is necessary to know the effects that a large earthquake would produce in this locality, according to (Silgado, 1978 ), in the year 1746 an earthquake of estimated magnitude of 9.0 MW occurred, followed by a tsunami that destroyed the port of Callao and according to (Tavera, 2008), the study area occupies an estimated danger zone, an earthquake of magnitude 8.8 MW, as a result of these studies, it is considered to choose this locality as representative to elaborate a seismic risk scenario. Given this reality, it is necessary to develop Risk scenarios for the Pucusana spa. This research work aims to make an improvement to the proposal made by CENEPRED, in its risk estimation manual, using the “PUSHOVER” Analysis, using the ATC-40 methodology, ASCE41-13 and SEAOC VISION 2000, which will determine the quality of the structure in detail and compare it with the level of earthquake danger that exists as a result of the work of the SIRAD 2012 project. The Municipal Market has been chosen to carry out this study, because it is one of the most important structures in the Spa. Finally, the contribution of this thesis is to determine the level of performance of the municipal market of Pucusana, to determine its level of vulnerability.
Tesis
Oguz, Sermin. « Evaluation Of Pushover Analysis Procedures For Frame Structures ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606047/index.pdf.
Texte intégralexact'
results obtained from nonlinear dynamic analysis. The primary observations from the study showed that the accuracy of the pushover results depends strongly on the load path, properties of the structure and the characteristics of the ground motion. Pushover analyses were performed by both DRAIN-2DX and SAP2000. Similar pushover results were obtained from the two different softwares employed in the study provided that similar approach is used in modeling the nonlinear properties of members as well as their structural features. The accuracy of approximate procedures utilised to estimate target displacement was also studied on frame structures. The accuracy of the predictions was observed to depend on the approximations involved in the theory of the procedures, structural properties and ground motion characteristics.
Obst, Andreas W. « Nonlinear static and transient analysis of generally laminated beams ». Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10102009-020113/.
Texte intégralShafiei-Tehrany, Reza. « Nonlinear dynamic and static analysis of I-5 Ravenna Bridge ». Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Thesis/Fall2008/R_Shafiei-Tehrany_112608.pdf.
Texte intégralTitle from PDF title page (viewed on Apr. 10, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 127-133).
Sotoudeh, Zahra. « Nonlinear static and dynamic analysis of beam structures using fully intrinsic equations ». Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/41179.
Texte intégralSakamoto, Takashi. « Nonlinear static and dynamic analysis of flexible risers subjected to vortex excitation ». Thesis, Imperial College London, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309379.
Texte intégralLivres sur le sujet "Nonlinear static (pushover) analysis"
Council, Applied Technology. Improvement of nonlinear static seismic analysis procedures. Washington, D.C : Applied Technology Council, 2005.
Trouver le texte intégralY, Cheng Franklin, dir. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges. Boca Raton, FL : CRC Press, 2012.
Trouver le texte intégralD, Bibel G., United States. National Aeronautics and Space Administration. et U.S. Army Research Laboratory., dir. Contact stress analysis of spiral bevel gears using nonlinear finite element static analysis. [Washington, DC : National Aeronautics and Space Administration, 1993.
Trouver le texte intégralReanalysis of structures : A unified approach for linear, nonlinear, static, and dynamic systems. Dordrecht, The Netherlands : Springer, 2008.
Trouver le texte intégralG, Wilson David, et SpringerLink (Online service), dir. Nonlinear Power Flow Control Design : Utilizing Exergy, Entropy, Static and Dynamic Stability, and Lyapunov Analysis. London : Springer-Verlag London Limited, 2011.
Trouver le texte intégralSharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Mumbai : Bhabha Atomic Research Centre, 2009.
Trouver le texte intégralHayden, Griffin O., Johnson Eric R et United States. National Aeronautics and Space Administration., dir. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va : Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.
Trouver le texte intégralHayden, Griffin O., Johnson Eric R et United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., dir. Static and dynamic large deflection flexural response of graphite-epoxy beams. [Washington, DC] : National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.
Trouver le texte intégralCheng, Franklin Y., et Jeffrey Ger. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges. Taylor & Francis Group, 2017.
Trouver le texte intégralCheng, Franklin Y., et Jeffrey Ger. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges. Taylor & Francis Group, 2016.
Trouver le texte intégralChapitres de livres sur le sujet "Nonlinear static (pushover) analysis"
Aschheim, Mark, Enrique Hernández et Dimitrios Vamvatsikos. « Equivalent SDOF systems and nonlinear static (pushover) analysis ». Dans Design of Reinforced Concrete Buildings for Seismic Performance, 143–64. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T& F Informa, plc, [2019] | : CRC Press, 2019. http://dx.doi.org/10.1201/b19964-7.
Texte intégralDoyle, James F. « Nonlinear Static Analysis ». Dans Mechanical Engineering Series, 169–240. New York, NY : Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4757-3546-8_4.
Texte intégralKojima, Kensuke, Minoru Kinoshita et Kohei Suenaga. « Generalized Homogeneous Polynomials for Efficient Template-Based Nonlinear Invariant Synthesis ». Dans Static Analysis, 278–99. Berlin, Heidelberg : Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-53413-7_14.
Texte intégralHejazi, Farzad, et Keyhan Karimzadeh. « Dynamic and Nonlinear Static Analysis ». Dans Analysis Procedure for Earthquake Resistant Structures, 449–536. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8839-1_4.
Texte intégralIzycheva, Anastasiia, Eva Darulova et Helmut Seidl. « Counterexample- and Simulation-Guided Floating-Point Loop Invariant Synthesis ». Dans Static Analysis, 156–77. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-65474-0_8.
Texte intégralGhorashi, Mehrdaad. « Nonlinear Static Analysis of Composite Beams ». Dans Statics and Rotational Dynamics of Composite Beams, 67–93. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14959-2_4.
Texte intégralTortorelli, Daniel A. « Sensitivity Analysis : Nonlinear Static Spring Systems ». Dans Advanced Design of Mechanical Systems : From Analysis to Optimization, 195–217. Vienna : Springer Vienna, 2009. http://dx.doi.org/10.1007/978-3-211-99461-0_9.
Texte intégralDe Luca, Flavia, Dimitrios Vamvatsikos et Iunio Iervolino. « Improving Static Pushover Analysis by Optimal Bilinear Fitting of Capacity Curves ». Dans Computational Methods in Applied Sciences, 273–95. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6573-3_14.
Texte intégralSkočajić, Aljoša, et Naida Ademović. « Nonlinear Static Analysis of a Railway Bridge ». Dans Advanced Technologies, Systems, and Applications V, 171–84. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54765-3_11.
Texte intégralWall, Mitchell, Matthew S. Allen et Iman Zare. « Predicting S4 Beam Joint Nonlinearity Using Quasi-Static Modal Analysis ». Dans Nonlinear Structures and Systems, Volume 1, 39–51. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12391-8_5.
Texte intégralActes de conférences sur le sujet "Nonlinear static (pushover) analysis"
Briseghella, Bruno, Valeria Colasanti, Luigi Fenu, Camillo Nuti, Enrico Spacone et Humberto Varum. « Nonlinear Static Analysis by Finite Elements of a Fujian Hakka Tulou ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1140.
Texte intégralAsgarian, B., et A. Raziei. « Comparison of Incremental Dynamic and Pushover Analysis of Jacket Type Offshore Platforms ». Dans ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29469.
Texte intégralPerdomo, Camilo, Ricardo Monteiro et Halûk Sucuoğlu. « Development of Fragility Curves for Multi-Span RC Bridges using Generalized Pushover Analysis ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0548.
Texte intégralKulkarni, Saurabh, S. S. Kadam et P. B. Zambare. « Analytical Investigation of Response Reduction Factor (R) for R.C. Elevated Water Tank with Non-linear Static (Pushover) Analysis ». Dans National Conference on Relevance of Engineering and Science for Environment and Society. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.118.61.
Texte intégralZhang, Q. W., Kusnowidjaja Megawati, L. P. Huang et T. C. Pan. « Evaluating the Efficiency of Current Nonlinear Static Pushover Procedures on Estimating Torsion Effect for Asymmetric High-Rise Buildings ». Dans First International Symposium on Uncertainty Modeling and Analysis and Management (ICVRAM 2011) ; and Fifth International Symposium on Uncertainty Modeling and Anaylsis (ISUMA). Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41170(400)107.
Texte intégralPhan, Hoang Nam, Fabrizio Paolacci, Silvia Alessandri et Phuong Hoa Hoang. « Enhanced Seismic Fragility Analysis of Unanchored Above-Ground Steel Liquid Storage Tanks ». Dans ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-84367.
Texte intégralBeconcini, Maria Luisa, Paolo Cioni, Pietro Croce, Paolo Formichi, Filippo Landi et Caterina Mochi. « Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0876.
Texte intégralChakrabarti, Partha, et Manoj K. Maiti. « A Simple Time Domain Structural Redundancy Analysis Procedure for Semi-Submersibles ». Dans ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29084.
Texte intégralWang, Xiaolei, Dagang Lu et Gangling Hou. « Shaking Table Tests and Numerical Simulation Analysis of a 1:15 Scale Model Reinforced Concrete Containment Vessel ». Dans 2013 21st International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/icone21-16668.
Texte intégralJafari, Azadeh, Behrouz Asgarian et Mohammad Daghigh. « Effect of Foundation Modeling on Extreme Response of Offshore Jack-up Unit ». Dans ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20717.
Texte intégralRapports d'organisations sur le sujet "Nonlinear static (pushover) analysis"
Schiller, Brandon, Tara Hutchinson et Kelly Cobeen. Cripple Wall Small-Component Test Program : Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/vsjs5869.
Texte intégralZareian, Farzin, et Joel Lanning. Development of Testing Protocol for Cripple Wall Components (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/olpv6741.
Texte intégralANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.347.
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