Добірка наукової літератури з теми "Seismic Input"
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Статті в журналах з теми "Seismic Input"
Denney, Dennis. "Broadband Seismic: Ultimate Input for Quantitative Seismic Interpretation." Journal of Petroleum Technology 65, no. 03 (March 1, 2013): 154–56. http://dx.doi.org/10.2118/0313-0154-jpt.
Повний текст джерелаUzdin, A. M., G. V. Sorokina, and Kh Kh Kurbanov. "A simple seismic input model for estimating the seismic resistance of structures." Journal of Physics: Conference Series 2131, no. 3 (December 1, 2021): 032010. http://dx.doi.org/10.1088/1742-6596/2131/3/032010.
Повний текст джерелаLiu, Yue Wei, and Yang Zhou. "Seismic Rotations and Rotational Seismic Input for Building Design." Applied Mechanics and Materials 405-408 (September 2013): 1953–56. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1953.
Повний текст джерелаXu, Yang, Jun Zhao, Xiao Yan Xu, and Dan Zhu. "Response Spectrum Analysis of a Large-Span Hangar Subjected to Multi-Dimensional Seismic Inputs." Advanced Materials Research 639-640 (January 2013): 906–10. http://dx.doi.org/10.4028/www.scientific.net/amr.639-640.906.
Повний текст джерелаUzdin, Alexander, and 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.
Повний текст джерелаSari, Anggun Mayang, and Afnindar Fakhrurrozi. "SEISMIC HAZARD MICROZONATION BASED ON PROBABILITY SEISMIC HAZARD ANALYSIS IN BANDUNG BASIN." RISET Geologi dan Pertambangan 30, no. 2 (December 30, 2020): 215. http://dx.doi.org/10.14203/risetgeotam2020.v30.1138.
Повний текст джерелаPanza, G. F., F. Vaccari, G. Costa, P. Suhadolc, and D. Fäh. "Seismic Input Modelling for Zoning and Microzoning." Earthquake Spectra 12, no. 3 (August 1996): 529–66. http://dx.doi.org/10.1193/1.1585896.
Повний текст джерелаShargh, Ghasem Boshrouei, and Reza Barati. "Estimation of inelastic seismic input energy." Soil Dynamics and Earthquake Engineering 142 (March 2021): 106505. http://dx.doi.org/10.1016/j.soildyn.2020.106505.
Повний текст джерелаEguchi, Ronald T. "Seismic hazard input for lifeline systems." Structural Safety 10, no. 1-3 (May 1991): 193–98. http://dx.doi.org/10.1016/0167-4730(91)90014-z.
Повний текст джерелаLanger, H. "Input parameters for estimating seismic loading." Natural Hazards 3, no. 2 (1990): 125–39. http://dx.doi.org/10.1007/bf00140427.
Повний текст джерелаДисертації з теми "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.
Повний текст джерелаThe 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.
Повний текст джерелаPh. D.
Matevosian, Armond. "Hybrid adaptive feedforward control of structures to seismic inputs." Thesis, Virginia Tech, 1996. http://hdl.handle.net/10919/44969.
Повний текст джерелаMaster 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.
Повний текст джерелаStandard 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.
Повний текст джерелаKottke, Albert R. (Albert Richard). "Impact of input ground motions and site variability on seismic site response." Thesis, 2006. http://hdl.handle.net/2152/30468.
Повний текст джерелаКниги з теми "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.
Знайти повний текст джерелаWu, S. C. Ground motion input in seismic evaluation studies: Impacts on risk assessment of uniform hazard spectra. Washington, DC: The Commission, 1996.
Знайти повний текст джерелаIAEA. Non-Linear Response to a Type of Seismic Input Motion. International Atomic Energy Agency, 2011.
Знайти повний текст джерелаЧастини книг з теми "Seismic Input"
Cimellaro, Gian Paolo, and Sebastiano Marasco. "Seismic Input." In 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.
Повний текст джерелаYoshida, Nozomu. "Input Earthquake Motions." In Seismic Ground Response Analysis, 31–43. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-9460-2_3.
Повний текст джерелаMichele Calvi, G., Daniela Rodrigues, and Vitor Silva. "A Redefinition of Seismic Input for Design and Assessment." In 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.
Повний текст джерелаHoroz, Burak, Cem Yalçın, and Ercan Yüksel. "Determination of Input Energy Profile in Structures Through Seismic Interferometry." In 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.
Повний текст джерелаKouteva-Guentcheva, Mihaela, and Giuliano F. Panza. "NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling." In Lecture Notes in Civil Engineering, 85–101. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73932-4_7.
Повний текст джерелаShreyasvi, C., N. Badira Rahmath, and Katta Venkataramana. "Influence of Variabilities of Input Parameters on Seismic Site Response Analysis." In Lecture Notes in Civil Engineering, 233–44. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0890-5_20.
Повний текст джерелаVaccari, Franco. "A Web Application Prototype for the Multiscale Modelling of Seismic Input." In 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.
Повний текст джерелаElGabry, Mohamed, and Hany M. Hassan. "Updated Seismic Input for Next Generation of the Egyptian Building Code." In Sustainable Civil Infrastructures, 55–79. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-62586-3_5.
Повний текст джерелаJablonski, A. M., and J. H. Rainer. "Effect of seismic input on hydrodynamic forces acting on gravity dams." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 157–64. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-021.
Повний текст джерелаFalborski, Tomasz. "Evaluation of Foundation Input Motions Based on Kinematic Interaction Models." In 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.
Повний текст джерелаТези доповідей конференцій з теми "Seismic Input"
Floros, Goulielmos. "Enhancing a Built Asset’s Operations for Seismic Excitations: An Integration of Machine Learning & BIM." In Design Computation Input/Output 2021. Design Computation, 2021. http://dx.doi.org/10.47330/dcio.2021.cuux3225.
Повний текст джерелаReiser, Cyrille, Euan Anderson, and Yermek Balabekov. "Broadband Seismic: The Ultimate Input for Quantitative Seismic Interpretation?" In North Africa Technical Conference and Exhibition. Society of Petroleum Engineers, 2012. http://dx.doi.org/10.2118/150821-ms.
Повний текст джерелаLavorato, Davide, Alessandro Vittorio Bergami, Carlo Rago, Hai-Bin Ma, Camillo Nuti, Ivo Vanzi, Bruno Briseghella, and Wei-Dong Zhou. "SEISMIC BEHAVIOUR OF ISOLATED RC BRIDGES SUBJECTED TO ASYNCHRONOUS SEISMIC INPUT." In 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.
Повний текст джерелаRivera-Figueroa, Alan, and Luis A. Montejo. "Evaluation of Spectrum Compatible Bidirectional Seismic Input." In 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.
Повний текст джерелаZanoli, O., C. Smerzini, and E. J. Parker. "Vertical Input for Seismic Analysis of Offshore Structures." In Offshore Technology Conference. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/27140-ms.
Повний текст джерелаLaake, A., and M. Francis. "Seismic Input for Prospect Maturation and Trap Risking." In 81st EAGE Conference and Exhibition 2019. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201900725.
Повний текст джерелаRinaldis, D., and P. Clemente. "Seismic input characterization for some sites in Italy." In ERES 2013. Southampton, UK: WIT Press, 2013. http://dx.doi.org/10.2495/eres130021.
Повний текст джерелаReiser, Cyrille, Euan Anderson, Yermek Balabekov, and Folke Engelmark. "Broadband seismic: The ultimate input for quantitative interpretation?" In SEG Technical Program Expanded Abstracts 2011. Society of Exploration Geophysicists, 2011. http://dx.doi.org/10.1190/1.3627560.
Повний текст джерелаPianigiani, Maria, Valentina Mariani, Marco Tanganelli, and Stefania Viti. "THE EFFECTS OF THE SEISMIC INPUT ON THE SEISMIC RESPONSE OF RC BUILDINGS." In 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.
Повний текст джерелаZhao, Tao, Fangyu Li, and Kurt Marfurt. "Automated input attribute weighting for unsupervised seismic facies analysis." In SEG Technical Program Expanded Abstracts 2017. Society of Exploration Geophysicists, 2017. http://dx.doi.org/10.1190/segam2017-17740318.1.
Повний текст джерелаЗвіти організацій з теми "Seismic Input"
Sewell, R. T., and S. C. Wu. Ground motion input in seismic evaluation studies. Office of Scientific and Technical Information (OSTI), July 1996. http://dx.doi.org/10.2172/286264.
Повний текст джерелаO'Connell, W. J. Sensitivity of piping seismic responses to input factors. Office of Scientific and Technical Information (OSTI), May 1985. http://dx.doi.org/10.2172/6236144.
Повний текст джерелаAllen, T. I., J. Griffin, and 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.
Повний текст джерелаKolaj, M., S. Halchuk, and 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.
Повний текст джерелаWu, S. C., and 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), July 1996. http://dx.doi.org/10.2172/285223.
Повний текст джерелаTodd, B. J., C. F. M. Lewis, and 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.
Повний текст джерелаHalchuk, S., T. I. Allen, J. Adams, and 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.
Повний текст джерелаKolaj, M., S. Halchuk, J. Adams, and 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.
Повний текст джерелаDIXON 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), November 2005. http://dx.doi.org/10.2172/882868.
Повний текст джерелаI. 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), November 2004. http://dx.doi.org/10.2172/837491.
Повний текст джерела