Academic literature on the topic 'Nonlinear static (pushover) analysis'
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Journal articles on the topic "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 (July 31, 2021): 3688–95. http://dx.doi.org/10.22214/ijraset.2021.37069.
Full textSheth, Rutvik, Jayesh Prajapati, and 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.
Full textSoni, Devesh, Jayesh Prajapati, and 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.
Full textZheng, Zhi, Changhai Zhai, Xu Bao, and Xiaolan Pan. "Seismic capacity estimation of a reinforced concrete containment building considering bidirectional cyclic effect." Advances in Structural Engineering 22, no. 5 (October 25, 2018): 1106–20. http://dx.doi.org/10.1177/1369433218806034.
Full textAbass, Haider Ali, and Husain Khalaf Jarallah. "Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art." Al-Nahrain Journal for Engineering Sciences 24, no. 1 (July 7, 2021): 52–75. http://dx.doi.org/10.29194/njes.24010052.
Full textPinho, Rui, Mário Marques, Ricardo Monteiro, Chiara Casarotti, and Raimundo Delgado. "Evaluation of Nonlinear Static Procedures in the Assessment of Building Frames." Earthquake Spectra 29, no. 4 (November 2013): 1459–76. http://dx.doi.org/10.1193/100910eqs169m.
Full textKrolo, Paulina, and Davor Grandić. "Hysteresis Envelope Model of Double Extended End-Plate Bolted Beam-to-Column Joint." Buildings 11, no. 11 (November 3, 2021): 517. http://dx.doi.org/10.3390/buildings11110517.
Full textYADAV, AASTHA, and DEEPTI HAZARI. "STATIC PUSHOVER ANALYSIS FOR REGULAR AND IRREGULAR STRUCTURES IN ALL ZONES." YMER Digital 21, no. 05 (May 31, 2022): 1515–23. http://dx.doi.org/10.37896/ymer21.05/g5.
Full textFragiadakis, Michalis, Dimitrios Vamvatsikos, and Mark Aschheim. "Application of Nonlinear Static Procedures for the Seismic Assessment of Regular RC Moment Frame Buildings." Earthquake Spectra 30, no. 2 (May 2014): 767–94. http://dx.doi.org/10.1193/111511eqs281m.
Full textYu, Miao, Zhi Hong Dai, and Gui Juan Hu. "Improvements on Structural Static Pushover Analysis Method in High-Rise Building Structure." Advanced Materials Research 989-994 (July 2014): 3075–78. http://dx.doi.org/10.4028/www.scientific.net/amr.989-994.3075.
Full textDissertations / Theses on the topic "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.
Full textLeung, 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.
Full textAlamri, 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.
Full textFernández, López Rodrigo Miguel, and 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.
Full textIn 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, and 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.
Full textDue 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.
Full textexact'
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/.
Full textShafiei-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.
Full textTitle 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.
Full textSakamoto, 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.
Full textBooks on the topic "Nonlinear static (pushover) analysis"
Council, Applied Technology. Improvement of nonlinear static seismic analysis procedures. Washington, D.C: Applied Technology Council, 2005.
Find full textY, Cheng Franklin, ed. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges. Boca Raton, FL: CRC Press, 2012.
Find full textD, Bibel G., United States. National Aeronautics and Space Administration., and U.S. Army Research Laboratory., eds. Contact stress analysis of spiral bevel gears using nonlinear finite element static analysis. [Washington, DC: National Aeronautics and Space Administration, 1993.
Find full textReanalysis of structures: A unified approach for linear, nonlinear, static, and dynamic systems. Dordrecht, The Netherlands: Springer, 2008.
Find full textG, Wilson David, and SpringerLink (Online service), eds. Nonlinear Power Flow Control Design: Utilizing Exergy, Entropy, Static and Dynamic Stability, and Lyapunov Analysis. London: Springer-Verlag London Limited, 2011.
Find full textSharma, 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.
Find full textHayden, Griffin O., Johnson Eric R, and United States. National Aeronautics and Space Administration., eds. 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.
Find full textHayden, Griffin O., Johnson Eric R, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., eds. Static and dynamic large deflection flexural response of graphite-epoxy beams. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.
Find full textCheng, Franklin Y., and Jeffrey Ger. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges. Taylor & Francis Group, 2017.
Find full textCheng, Franklin Y., and Jeffrey Ger. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges. Taylor & Francis Group, 2016.
Find full textBook chapters on the topic "Nonlinear static (pushover) analysis"
Aschheim, Mark, Enrique Hernández, and Dimitrios Vamvatsikos. "Equivalent SDOF systems and nonlinear static (pushover) analysis." In 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.
Full textDoyle, James F. "Nonlinear Static Analysis." In Mechanical Engineering Series, 169–240. New York, NY: Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4757-3546-8_4.
Full textKojima, Kensuke, Minoru Kinoshita, and Kohei Suenaga. "Generalized Homogeneous Polynomials for Efficient Template-Based Nonlinear Invariant Synthesis." In Static Analysis, 278–99. Berlin, Heidelberg: Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-53413-7_14.
Full textHejazi, Farzad, and Keyhan Karimzadeh. "Dynamic and Nonlinear Static Analysis." In Analysis Procedure for Earthquake Resistant Structures, 449–536. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8839-1_4.
Full textIzycheva, Anastasiia, Eva Darulova, and Helmut Seidl. "Counterexample- and Simulation-Guided Floating-Point Loop Invariant Synthesis." In Static Analysis, 156–77. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-65474-0_8.
Full textGhorashi, Mehrdaad. "Nonlinear Static Analysis of Composite Beams." In 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.
Full textTortorelli, Daniel A. "Sensitivity Analysis: Nonlinear Static Spring Systems." In 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.
Full textDe Luca, Flavia, Dimitrios Vamvatsikos, and Iunio Iervolino. "Improving Static Pushover Analysis by Optimal Bilinear Fitting of Capacity Curves." In Computational Methods in Applied Sciences, 273–95. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6573-3_14.
Full textSkočajić, Aljoša, and Naida Ademović. "Nonlinear Static Analysis of a Railway Bridge." In 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.
Full textWall, Mitchell, Matthew S. Allen, and Iman Zare. "Predicting S4 Beam Joint Nonlinearity Using Quasi-Static Modal Analysis." In 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.
Full textConference papers on the topic "Nonlinear static (pushover) analysis"
Briseghella, Bruno, Valeria Colasanti, Luigi Fenu, Camillo Nuti, Enrico Spacone, and Humberto Varum. "Nonlinear Static Analysis by Finite Elements of a Fujian Hakka Tulou." In 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.
Full textAsgarian, B., and A. Raziei. "Comparison of Incremental Dynamic and Pushover Analysis of Jacket Type Offshore Platforms." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29469.
Full textPerdomo, Camilo, Ricardo Monteiro, and Halûk Sucuoğlu. "Development of Fragility Curves for Multi-Span RC Bridges using Generalized Pushover Analysis." In 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.
Full textKulkarni, Saurabh, S. S. Kadam, and P. B. Zambare. "Analytical Investigation of Response Reduction Factor (R) for R.C. Elevated Water Tank with Non-linear Static (Pushover) Analysis." In National Conference on Relevance of Engineering and Science for Environment and Society. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.118.61.
Full textZhang, Q. W., Kusnowidjaja Megawati, L. P. Huang, and T. C. Pan. "Evaluating the Efficiency of Current Nonlinear Static Pushover Procedures on Estimating Torsion Effect for Asymmetric High-Rise Buildings." In 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.
Full textPhan, Hoang Nam, Fabrizio Paolacci, Silvia Alessandri, and Phuong Hoa Hoang. "Enhanced Seismic Fragility Analysis of Unanchored Above-Ground Steel Liquid Storage Tanks." In ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-84367.
Full textBeconcini, Maria Luisa, Paolo Cioni, Pietro Croce, Paolo Formichi, Filippo Landi, and Caterina Mochi. "Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings." In 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.
Full textChakrabarti, Partha, and Manoj K. Maiti. "A Simple Time Domain Structural Redundancy Analysis Procedure for Semi-Submersibles." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29084.
Full textWang, Xiaolei, Dagang Lu, and Gangling Hou. "Shaking Table Tests and Numerical Simulation Analysis of a 1:15 Scale Model Reinforced Concrete Containment Vessel." In 2013 21st International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/icone21-16668.
Full textJafari, Azadeh, Behrouz Asgarian, and Mohammad Daghigh. "Effect of Foundation Modeling on Extreme Response of Offshore Jack-up Unit." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20717.
Full textReports on the topic "Nonlinear static (pushover) analysis"
Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/vsjs5869.
Full textZareian, Farzin, and Joel Lanning. Development of Testing Protocol for Cripple Wall Components (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/olpv6741.
Full textANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.347.
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