Literatura académica sobre el tema "Seismic Input"
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Artículos de revistas sobre el tema "Seismic Input"
Denney, Dennis. "Broadband Seismic: Ultimate Input for Quantitative Seismic Interpretation". Journal of Petroleum Technology 65, n.º 03 (1 de marzo de 2013): 154–56. http://dx.doi.org/10.2118/0313-0154-jpt.
Texto completoUzdin, A. M., G. V. Sorokina y Kh Kh Kurbanov. "A simple seismic input model for estimating the seismic resistance of structures". Journal of Physics: Conference Series 2131, n.º 3 (1 de diciembre de 2021): 032010. http://dx.doi.org/10.1088/1742-6596/2131/3/032010.
Texto completoLiu, Yue Wei y Yang Zhou. "Seismic Rotations and Rotational Seismic Input for Building Design". Applied Mechanics and Materials 405-408 (septiembre de 2013): 1953–56. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1953.
Texto completoXu, Yang, Jun Zhao, Xiao Yan Xu y Dan Zhu. "Response Spectrum Analysis of a Large-Span Hangar Subjected to Multi-Dimensional Seismic Inputs". Advanced Materials Research 639-640 (enero de 2013): 906–10. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.906.
Texto completoUzdin, Alexander y Sergei Prokopovich. "Some principles of generating seismic input for calculating structures". E3S Web of Conferences 157 (2020): 06021. http://dx.doi.org/10.1051/e3sconf/202015706021.
Texto completoSari, Anggun Mayang y Afnindar Fakhrurrozi. "SEISMIC HAZARD MICROZONATION BASED ON PROBABILITY SEISMIC HAZARD ANALYSIS IN BANDUNG BASIN". RISET Geologi dan Pertambangan 30, n.º 2 (30 de diciembre de 2020): 215. http://dx.doi.org/10.14203/risetgeotam2020.v30.1138.
Texto completoPanza, G. F., F. Vaccari, G. Costa, P. Suhadolc y D. Fäh. "Seismic Input Modelling for Zoning and Microzoning". Earthquake Spectra 12, n.º 3 (agosto de 1996): 529–66. http://dx.doi.org/10.1193/1.1585896.
Texto completoShargh, Ghasem Boshrouei y Reza Barati. "Estimation of inelastic seismic input energy". Soil Dynamics and Earthquake Engineering 142 (marzo de 2021): 106505. http://dx.doi.org/10.1016/j.soildyn.2020.106505.
Texto completoEguchi, Ronald T. "Seismic hazard input for lifeline systems". Structural Safety 10, n.º 1-3 (mayo de 1991): 193–98. http://dx.doi.org/10.1016/0167-4730(91)90014-z.
Texto completoLanger, H. "Input parameters for estimating seismic loading". Natural Hazards 3, n.º 2 (1990): 125–39. http://dx.doi.org/10.1007/bf00140427.
Texto completoTesis sobre el tema "Seismic Input"
Isbiliroglu, Levent. "Strategy for Selecting Input Ground Motion for Structural Seismic Demand Analysis". Thesis, Université Grenoble Alpes (ComUE), 2018. http://www.theses.fr/2018GREAU009/document.
Texto completoThe observed variability is very large among natural earthquake records, which are not consolidated in the engineering applications due to the cost and the duration. In the current practice with the nonlinear dynamic analysis, the input variability is minimized, yet without clear indications of its consequences on the output seismic behavior of structures. The study, herein, aims at quantifying the impact of ground motion selection with large variability on the distribution of engineering demand parameters (EDPs) by investigating the following questions:What is the level of variability in natural and modified ground motions?What is the impact of input variability on the EDPs of various structural types?For a given earthquake scenario, target spectra are defined by ground motion prediction equations (GMPEs). Four ground motion modification and selection methods such as (1) the unscaled earthquake records, (2) the linearly scaled real records, (3) the loosely matched spectrum waveforms, and (4) the tightly matched waveforms are utilized. The tests on the EDPs are performed on a record basis to quantify the natural variability in unscaled earthquake records and the relative changes triggered by the ground motion modifications.Each dataset is composed by five accelerograms; the response spectrum compatible selection is then performed by considering the impact of set variability. The intraset variability relates to the spectral amplitude dispersion in a given set, and the interset variability relates to the existence of multiple sets compatible with the target.The tests on the EDPs are performed on a record basis to quantify the natural variability in unscaled earthquake records and the relative changes triggered by the ground motion modifications. The distributions of EDPs obtained by the modified ground motions are compared to the observed distribution by the unscaled earthquake records as a function of ground motion prediction equations, objective of structural analysis, and structural models.This thesis demonstrates that a single ground motion set, commonly used in the practice, is not sufficient to obtain an assuring level of the EDPs regardless of the GMSM methods, which is due to the record and set variability. The unscaled real records compatible with the scenario are discussed to be the most realistic option to use in the nonlinear dynamic analyses, and the ‘best’ ground motion modification method is demonstrated to be based on the EDP, the objective of the seismic analysis, and the structural model. It is pointed out that the choice of a GMPE can provoke significant differences in the ground motion characteristics and the EDPs, and it can overshadow the differences in the EDPs obtained by the GMSM methods
Chapman, Martin Colby. "Disaggregated Seismic Hazard and the Elastic Input Energy Spectrum: An Approach to Design Earthquake Selection". Diss., Virginia Tech, 1998. http://hdl.handle.net/10919/30636.
Texto completoPh. D.
Matevosian, Armond. "Hybrid adaptive feedforward control of structures to seismic inputs". Thesis, Virginia Tech, 1996. http://hdl.handle.net/10919/44969.
Texto completoMaster of Science
Nowak, Paul Scott. "Effect of nonuniform seismic input on arch dams". Thesis, 1989. https://thesis.library.caltech.edu/7830/8/Nowak_ps_1989.pdf.
Texto completoStandard earthquake analyses of civil engineering structures use uniform ground motions even though considerable variations in both amplitude and phase can occur along the foundation interface for long-span bridges and large dams. The objective of this thesis is to quantify the effect that these nonuniformities have on the structural response.
The nonuniform, free-field motions of the foundation interface are assumed to be caused by incident plane body waves. The medium in which these waves travel is a linear, elastic half-space containing a canyon of uniform cross section in which the structure is placed. The solutions for the free-field motions that are due to incident SH, P and SV waves are calculated using the boundary element method.
An analysis of Pacoima (arch) dam located near Los Angeles, California, is performed for both uniform and nonuniform excitations. The important effect of nonuniformities in the free-field motions, sometimes leading to a decrease in the dam response and sometimes to an increase, is quantified.
Sanaie-Fard, Ali. "A probabilistic approach for seismic risk assessment with uncertain input parameters". Thesis, 2002. http://hdl.handle.net/2429/13427.
Texto completoKottke, Albert R. (Albert Richard). "Impact of input ground motions and site variability on seismic site response". Thesis, 2006. http://hdl.handle.net/2152/30468.
Texto completoLibros sobre el tema "Seismic Input"
Sewell, R. T. Ground motion input in seismic evaluation studies: Impacts of artificial time history input on in-structure demand spectra. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1996.
Buscar texto completoWu, S. C. Ground motion input in seismic evaluation studies: Impacts on risk assessment of uniform hazard spectra. Washington, DC: The Commission, 1996.
Buscar texto completoIAEA. Non-Linear Response to a Type of Seismic Input Motion. International Atomic Energy Agency, 2011.
Buscar texto completoCapítulos de libros sobre el tema "Seismic Input"
Cimellaro, Gian Paolo y Sebastiano Marasco. "Seismic Input". En Introduction to Dynamics of Structures and Earthquake Engineering, 281–307. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72541-3_12.
Texto completoYoshida, Nozomu. "Input Earthquake Motions". En Seismic Ground Response Analysis, 31–43. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9460-2_3.
Texto completoMichele Calvi, G., Daniela Rodrigues y Vitor Silva. "A Redefinition of Seismic Input for Design and Assessment". En Recent Advances in Earthquake Engineering in Europe, 69–100. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75741-4_3.
Texto completoHoroz, Burak, Cem Yalçın y Ercan Yüksel. "Determination of Input Energy Profile in Structures Through Seismic Interferometry". En Gulf Conference on Sustainable Built Environment, 269–77. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-39734-0_16.
Texto completoKouteva-Guentcheva, Mihaela y Giuliano F. Panza. "NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling". En Lecture Notes in Civil Engineering, 85–101. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73932-4_7.
Texto completoShreyasvi, C., N. Badira Rahmath y Katta Venkataramana. "Influence of Variabilities of Input Parameters on Seismic Site Response Analysis". En Lecture Notes in Civil Engineering, 233–44. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0890-5_20.
Texto completoVaccari, Franco. "A Web Application Prototype for the Multiscale Modelling of Seismic Input". En Earthquakes and Their Impact on Society, 563–84. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-21753-6_23.
Texto completoElGabry, Mohamed y Hany M. Hassan. "Updated Seismic Input for Next Generation of the Egyptian Building Code". En Sustainable Civil Infrastructures, 55–79. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-62586-3_5.
Texto completoJablonski, A. M. y J. H. Rainer. "Effect of seismic input on hydrodynamic forces acting on gravity dams". En Earthquake Engineering, editado por Shamim A. Sheikh y S. M. Uzumeri, 157–64. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-021.
Texto completoFalborski, Tomasz. "Evaluation of Foundation Input Motions Based on Kinematic Interaction Models". En Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 11–22. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_2.
Texto completoActas de conferencias sobre el tema "Seismic Input"
Floros, Goulielmos. "Enhancing a Built Asset’s Operations for Seismic Excitations: An Integration of Machine Learning & BIM". En Design Computation Input/Output 2021. Design Computation, 2021. http://dx.doi.org/10.47330/dcio.2021.cuux3225.
Texto completoReiser, Cyrille, Euan Anderson y Yermek Balabekov. "Broadband Seismic: The Ultimate Input for Quantitative Seismic Interpretation?" En North Africa Technical Conference and Exhibition. Society of Petroleum Engineers, 2012. http://dx.doi.org/10.2118/150821-ms.
Texto completoLavorato, Davide, Alessandro Vittorio Bergami, Carlo Rago, Hai-Bin Ma, Camillo Nuti, Ivo Vanzi, Bruno Briseghella y Wei-Dong Zhou. "SEISMIC BEHAVIOUR OF ISOLATED RC BRIDGES SUBJECTED TO ASYNCHRONOUS SEISMIC INPUT". En 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5561.18104.
Texto completoRivera-Figueroa, Alan y Luis A. Montejo. "Evaluation of Spectrum Compatible Bidirectional Seismic Input". En IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0654.
Texto completoZanoli, O., C. Smerzini y E. J. Parker. "Vertical Input for Seismic Analysis of Offshore Structures". En Offshore Technology Conference. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/27140-ms.
Texto completoLaake, A. y M. Francis. "Seismic Input for Prospect Maturation and Trap Risking". En 81st EAGE Conference and Exhibition 2019. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900725.
Texto completoRinaldis, D. y P. Clemente. "Seismic input characterization for some sites in Italy". En ERES 2013. Southampton, UK: WIT Press, 2013. http://dx.doi.org/10.2495/eres130021.
Texto completoReiser, Cyrille, Euan Anderson, Yermek Balabekov y Folke Engelmark. "Broadband seismic: The ultimate input for quantitative interpretation?" En SEG Technical Program Expanded Abstracts 2011. Society of Exploration Geophysicists, 2011. http://dx.doi.org/10.1190/1.3627560.
Texto completoPianigiani, Maria, Valentina Mariani, Marco Tanganelli y Stefania Viti. "THE EFFECTS OF THE SEISMIC INPUT ON THE SEISMIC RESPONSE OF RC BUILDINGS". En 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2015. http://dx.doi.org/10.7712/120115.3682.602.
Texto completoZhao, Tao, Fangyu Li y Kurt Marfurt. "Automated input attribute weighting for unsupervised seismic facies analysis". En SEG Technical Program Expanded Abstracts 2017. Society of Exploration Geophysicists, 2017. http://dx.doi.org/10.1190/segam2017-17740318.1.
Texto completoInformes sobre el tema "Seismic Input"
Sewell, R. T. y S. C. Wu. Ground motion input in seismic evaluation studies. Office of Scientific and Technical Information (OSTI), julio de 1996. http://dx.doi.org/10.2172/286264.
Texto completoO'Connell, W. J. Sensitivity of piping seismic responses to input factors. Office of Scientific and Technical Information (OSTI), mayo de 1985. http://dx.doi.org/10.2172/6236144.
Texto completoAllen, T. I., J. Griffin y D. Clark. The 2018 National Seismic Hazard Assessment for Australia: model input files. Geoscience Australia, 2019. http://dx.doi.org/10.11636/record.2018.032.
Texto completoKolaj, M., S. Halchuk y J. Adams. Sixth Generation seismic hazard model of Canada: final input files used to generate the 2020 National Building Code of Canada seismic hazard values. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331387.
Texto completoWu, S. C. y R. T. Sewell. Ground motion input in seismic evaluation studies: impacts on risk assessment of uniform hazard spectra. Office of Scientific and Technical Information (OSTI), julio de 1996. http://dx.doi.org/10.2172/285223.
Texto completoTodd, B. J., C. F. M. Lewis y G. D. Hobson. Resurrection of 1967 single-channel seismic reflection data and isopach map of sediments in central and eastern Lake Erie, Ontario, Canada, and Ohio, Pennsylvania, and New York, U.S.A. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331498.
Texto completoHalchuk, S., T. I. Allen, J. Adams y G. C. Rogers. Fifth generation seismic hazard model input files as proposed to produce values for the 2015 national building code of Canada. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2014. http://dx.doi.org/10.4095/293907.
Texto completoKolaj, M., S. Halchuk, J. Adams y T. I. Allen. Sixth Generation Seismic Hazard Model of Canada: input files to produce values proposed for the 2020 National Building Code of Canada. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2020. http://dx.doi.org/10.4095/327322.
Texto completoDIXON PAUL. DEVELOPMENT OF EARTHQUAKE GROUND MOTION INPUT FOR PRECLOSURE SEISMIC DESIGN AND POSTCLOSURE PERFORMANCE ASSESSMENT OF A GEOLOGIC REPOSITORY AT YUCCA MOUNTAIN, NV. Office of Scientific and Technical Information (OSTI), noviembre de 2005. http://dx.doi.org/10.2172/882868.
Texto completoI. Wong. Development of Earthquake Ground Motion Input for Preclosure Seismic Design and Postclosure Performance Assessment of a Geologic Repository at Yucca Mountain, NV. Office of Scientific and Technical Information (OSTI), noviembre de 2004. http://dx.doi.org/10.2172/837491.
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