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Статті в журналах з теми "KANAI AND TAJIMI PARAMETERS"
Chen, Huiguo, Ting Zhong, Guocui Liu, and 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.
Повний текст джерелаGuenfaf, Lakhdar, and 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.
Повний текст джерелаPalazzo, Bruno, and Luigi Petti. "Stochastic Response Comparison between Base Isolated and Fixed-Base Structures." Earthquake Spectra 13, no. 1 (February 1997): 77–96. http://dx.doi.org/10.1193/1.1585933.
Повний текст джерелаBhattacharyya, B., and S. Chakraborty. "Stochastic Sensitivity of 3D-Elastodynamic Response Subjected to Random Ground Excitation." International Journal of Structural Stability and Dynamics 03, no. 02 (June 2003): 283–97. http://dx.doi.org/10.1142/s0219455403000847.
Повний текст джерелаAzira, Mohamed, and 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 (March 2018): 3–30. http://dx.doi.org/10.1177/1461348418760878.
Повний текст джерелаSun, Huang Sheng, and Li Nuo Cheng. "Connecting Parameter Study on Adjacent Structures Linked by Dampers." Advanced Materials Research 243-249 (May 2011): 3832–38. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3832.
Повний текст джерелаHuang, Tian Li, and Wei Xin Ren. "Dynamic Reliability-Based Seismic Optimal Design of Base-Isolated Structures." Advanced Materials Research 243-249 (May 2011): 3765–69. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3765.
Повний текст джерелаHuang, Tian Li, and Wei Xin Ren. "Dynamic Reliability-Based Seismic Optimal Design of Structures with Tuned Mass Damper." Advanced Materials Research 243-249 (May 2011): 3770–74. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3770.
Повний текст джерелаMARANO, GIUSEPPE CARLO, GIUSEPPE ACCIANI, and 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 (March 2007): 173–94. http://dx.doi.org/10.1142/s0219876207001072.
Повний текст джерелаWang, Shiyu, and 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 (June 14, 2022): 826. http://dx.doi.org/10.3390/buildings12060826.
Повний текст джерелаДисертації з теми "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.
Повний текст джерелаCurrently, 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.
Повний текст джерелаЧастини книг з теми "KANAI AND TAJIMI PARAMETERS"
Lin, Y. K., and Y. Yong. "Evolutionary Kanai-Tajimi Type Earthquake Models." In Lecture Notes in Engineering, 174–203. Berlin, Heidelberg: Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-83252-9_11.
Повний текст джерелаAlotta, G., M. Di Paola, and A. Pirrotta. "The fractional Tajimi-Kanai model of earthquake ground motion." In Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures, 1069–74. CRC Press, 2014. http://dx.doi.org/10.1201/b16387-157.
Повний текст джерелаТези доповідей конференцій з теми "KANAI AND TAJIMI PARAMETERS"
Abbiati, Giuseppe, Oreste S. Bursi, Luca Caracoglia, Rocco Di Filippo, and Vincenzo La Salandra. "Probabilistic Seismic Response of Coupled Tank-Piping Systems." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63292.
Повний текст джерелаYanik, Arcan, Unal Aldemir, and Mehmet Bakioglu. "Time Delay Consideration on a New Active Control Algorithm." In 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.
Повний текст джерелаTo, C. W. S., and H. W. Hung. "Discrete Evolutionary Spectra of Discretized Beams and Plates Under Time-Frequency Modulated Random Excitations." In 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.
Повний текст джерелаSpanos, Pol D., and Scott M. Miller. "Hilbert Transform Generalization of a Classical Random Vibration Integral." In ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0046.
Повний текст джерелаMochio, Takashi. "Stochastic Floor Response Spectra for an Actively-Controlled Secondary System." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57252.
Повний текст джерелаKaradeniz, H. "Stochastic Earthquake-Analysis of Underwater Storage Tanks." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29190.
Повний текст джерелаBursi, Oreste S., Giuseppe Abbiati, Luca Caracoglia, Vincenzo La Salandra, Rocco Di Filippo, and Md Shahin Reza. "Dynamic Response of Coupled Tanks and Piping Systems Under Seismic Loading." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45131.
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