Littérature scientifique sur le sujet « KANAI AND TAJIMI PARAMETERS »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « KANAI AND TAJIMI PARAMETERS ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "KANAI AND TAJIMI PARAMETERS"
Chen, Huiguo, Ting Zhong, Guocui Liu et Junru Ren. « Improvement of and Parameter Identification for the Bimodal Time-Varying Modified Kanai-Tajimi Power Spectral Model ». Shock and Vibration 2017 (2017) : 1–11. http://dx.doi.org/10.1155/2017/7615863.
Texte intégralGuenfaf, Lakhdar, et Mohamed Azira. « Generalized Minimum Variance Control for MDOF Structures under Earthquake Excitation ». Journal of Control Science and Engineering 2016 (2016) : 1–11. http://dx.doi.org/10.1155/2016/7458654.
Texte intégralPalazzo, Bruno, et Luigi Petti. « Stochastic Response Comparison between Base Isolated and Fixed-Base Structures ». Earthquake Spectra 13, no 1 (février 1997) : 77–96. http://dx.doi.org/10.1193/1.1585933.
Texte intégralBhattacharyya, B., et S. Chakraborty. « Stochastic Sensitivity of 3D-Elastodynamic Response Subjected to Random Ground Excitation ». International Journal of Structural Stability and Dynamics 03, no 02 (juin 2003) : 283–97. http://dx.doi.org/10.1142/s0219455403000847.
Texte intégralAzira, Mohamed, et Lakhdar Guenfaf. « Empirical multi-degree-of-freedom-generalized minimum variance control for buildings during earthquakes ». Journal of Low Frequency Noise, Vibration and Active Control 37, no 1 (mars 2018) : 3–30. http://dx.doi.org/10.1177/1461348418760878.
Texte intégralSun, Huang Sheng, et Li Nuo Cheng. « Connecting Parameter Study on Adjacent Structures Linked by Dampers ». Advanced Materials Research 243-249 (mai 2011) : 3832–38. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3832.
Texte intégralHuang, Tian Li, et Wei Xin Ren. « Dynamic Reliability-Based Seismic Optimal Design of Base-Isolated Structures ». Advanced Materials Research 243-249 (mai 2011) : 3765–69. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3765.
Texte intégralHuang, Tian Li, et Wei Xin Ren. « Dynamic Reliability-Based Seismic Optimal Design of Structures with Tuned Mass Damper ». Advanced Materials Research 243-249 (mai 2011) : 3770–74. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3770.
Texte intégralMARANO, GIUSEPPE CARLO, GIUSEPPE ACCIANI et LENONARDO GIUSEPPE CASCELLA. « NON-STATIONARY NUMERICAL COVARIANCE ANALYSIS OF LINEAR MULTI DEGREE OF FREEDOM MECHANICAL SYSTEM SUBJECT TO RANDOM INPUTS ». International Journal of Computational Methods 04, no 01 (mars 2007) : 173–94. http://dx.doi.org/10.1142/s0219876207001072.
Texte intégralWang, Shiyu, et Ying Lei. « A Joint State-Parameter Identification Algorithm of a Structure with Non-Diagonal Mass Matrix Based on UKF with Unknown Mass ». Buildings 12, no 6 (14 juin 2022) : 826. http://dx.doi.org/10.3390/buildings12060826.
Texte intégralThèses sur le sujet "KANAI AND TAJIMI PARAMETERS"
Rossato, Luciara Vellar. « Otimização de amortecedores de massa sintonizados em estruturas submetidas a um processo estacionário ». reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/163246.
Texte intégralCurrently, structures are being evaluated for a greater number of actions when compared to a few decades ago. This improvement in designing stage is happening because projects providing lightweight and slender structures, with lower implantation costs, are being more requested. Thus, evaluating structures not only subjected to static loads, but also to dynamic loads has become necessary. Dynamic loads acting on a structure are more damaging than static loads, if they are not well considered and dimensioned. Dynamic loads could occur from earthquakes, wind, equipment, movement of people or vehicles, among other sources, which cause vibrations in structures and may lead to a collapse. Tuned mass damper (TMD), a passive control device, can be installed as an alternative to reduce vibration amplitudes. TMD has several advantages, such as large capacity to reduce amplitude of vibration, easy installation, low maintenance, low cost, among others. Optimizing TMD parameters is fundamental for obtaining best cost-benefit relation, i.e., greater amplitude reduction along with lower number of dampers or lower mass. In this context, this study aims at proposing, through numerical simulation, a method for optimizing TMD parameters when installing them on buildings under seismic excitation. Initially, a single-TMD case is considered, then simulations with multiple-TMDs (MTMDs) are run; lastly, unnecessary TMDs are discarded, obtaining the best structural response. For this purpose, a computational routine is developed on MatLab using Newmark direct integration method for equations of motion to determine the dynamic structural response. Both real and artificial earthquakes are considered for purposes of analysis. Artificial accelerograms are generated from proposed Kanai-Tajimi spectrum. First, structure is analyzed only with its own damping for comparison and reference. Second, a single or multiple-TMD optimization is carried out, in which the objective function is to minimize the maximum displacement at the top of the building, and the design variables are modal mass ratio (Structure-TMD), stiffness and damping of a single or multiple-TMD. Firefly and Backtracking Optimization algorithms are used for optimization. According to TMD settings, new dynamic structural responses are determined after optimizing parameters. Finally, the proposed method could optimize parameters of single or multiple-TMDs, considerably reducing structural responses after their installation, minimizing the risk of damage and building collapse. Thus, this study shows the possibility of designing TMDs or MTMDs both economically and effectively.
NEGI, NIVEDITA. « DETERMINATION OF KANAI AND TAJIMI PARAMETER USING ADAPTIVE FILTER ». Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14679.
Texte intégralChapitres de livres sur le sujet "KANAI AND TAJIMI PARAMETERS"
Lin, Y. K., et Y. Yong. « Evolutionary Kanai-Tajimi Type Earthquake Models ». Dans Lecture Notes in Engineering, 174–203. Berlin, Heidelberg : Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-83252-9_11.
Texte intégralAlotta, G., M. Di Paola et A. Pirrotta. « The fractional Tajimi-Kanai model of earthquake ground motion ». Dans Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures, 1069–74. CRC Press, 2014. http://dx.doi.org/10.1201/b16387-157.
Texte intégralActes de conférences sur le sujet "KANAI AND TAJIMI PARAMETERS"
Abbiati, Giuseppe, Oreste S. Bursi, Luca Caracoglia, Rocco Di Filippo et Vincenzo La Salandra. « Probabilistic Seismic Response of Coupled Tank-Piping Systems ». Dans ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63292.
Texte intégralYanik, Arcan, Unal Aldemir et Mehmet Bakioglu. « Time Delay Consideration on a New Active Control Algorithm ». Dans ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-46091.
Texte intégralTo, C. W. S., et H. W. Hung. « Discrete Evolutionary Spectra of Discretized Beams and Plates Under Time-Frequency Modulated Random Excitations ». Dans ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0340.
Texte intégralSpanos, Pol D., et Scott M. Miller. « Hilbert Transform Generalization of a Classical Random Vibration Integral ». Dans ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0046.
Texte intégralMochio, Takashi. « Stochastic Floor Response Spectra for an Actively-Controlled Secondary System ». Dans ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57252.
Texte intégralKaradeniz, H. « Stochastic Earthquake-Analysis of Underwater Storage Tanks ». Dans ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29190.
Texte intégralBursi, Oreste S., Giuseppe Abbiati, Luca Caracoglia, Vincenzo La Salandra, Rocco Di Filippo et Md Shahin Reza. « Dynamic Response of Coupled Tanks and Piping Systems Under Seismic Loading ». Dans ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45131.
Texte intégral