Littérature scientifique sur le sujet « Topographic site effect »
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Articles de revues sur le sujet "Topographic site effect"
Ashford, Scott A., Nicholas Sitar, John Lysmer et Nan Deng. « Topographic effects on the seismic response of steep slopes ». Bulletin of the Seismological Society of America 87, no 3 (1 juin 1997) : 701–9. http://dx.doi.org/10.1785/bssa0870030701.
Texte intégralVeeraraghavan, Swetha, Justin L. Coleman et Jacobo Bielak. « Simulation of site and topographic effects on ground motion in Los Alamos, NM mesas ». Geophysical Journal International 220, no 3 (12 décembre 2019) : 1504–20. http://dx.doi.org/10.1093/gji/ggz448.
Texte intégralFan, Gang, Fei Cheng Liu, Rui Zhi Wen et Jian Jing Zhang. « Research of Earthquake Topographic Effect ». Applied Mechanics and Materials 501-504 (janvier 2014) : 1566–72. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1566.
Texte intégralHamilton, Gordon S. « Topographic control of regional accumulation rate variability at South Pole and implications for ice-core interpretation ». Annals of Glaciology 39 (2004) : 214–18. http://dx.doi.org/10.3189/172756404781814050.
Texte intégralKatebi, Mohammad, Behrouz Gatmiri et Pooneh Maghoul. « A Numerical Study on the Seismic Site Response of Rocky Valleys with Irregular Topographic Conditions ». Journal of Multiscale Modelling 10, no 04 (décembre 2019) : 1850011. http://dx.doi.org/10.1142/s1756973718500117.
Texte intégralAshford, Scott A., et Nicholas Sitar. « Analysis of topographic amplification of inclined shear waves in a steep coastal bluff ». Bulletin of the Seismological Society of America 87, no 3 (1 juin 1997) : 692–700. http://dx.doi.org/10.1785/bssa0870030692.
Texte intégralKingdon, Robert, Petr Vaníček et Marcelo Santos. « Modeling topographical density for geoid determinationThis article is one of a series of papers published in this Special Issue on the theme GEODESY. » Canadian Journal of Earth Sciences 46, no 8 (août 2009) : 571–85. http://dx.doi.org/10.1139/e09-018.
Texte intégralDharmadasa, Vasana, Christophe Kinnard et Michel Baraër. « Topographic and vegetation controls of the spatial distribution of snow depth in agro-forested environments by UAV lidar ». Cryosphere 17, no 3 (14 mars 2023) : 1225–46. http://dx.doi.org/10.5194/tc-17-1225-2023.
Texte intégralBaron, Julie, Ilaria Primofiore, Peter Klin, Giovanna Vessia et Giovanna Laurenzano. « Investigation of topographic site effects using 3D waveform modelling : amplification, polarization and torsional motions in the case study of Arquata del Tronto (Italy) ». Bulletin of Earthquake Engineering 20, no 2 (3 décembre 2021) : 677–710. http://dx.doi.org/10.1007/s10518-021-01270-2.
Texte intégralHoch, Sebastian W., et C. David Whiteman. « Topographic Effects on the Surface Radiation Balance in and around Arizona’s Meteor Crater ». Journal of Applied Meteorology and Climatology 49, no 6 (1 juin 2010) : 1114–28. http://dx.doi.org/10.1175/2010jamc2353.1.
Texte intégralThèses sur le sujet "Topographic site effect"
Ma, Ning. « On the seismic response in a large deep-seated landslide in southwest Japan-with special focus on the topographic and geological effects- ». Kyoto University, 2019. http://hdl.handle.net/2433/242901.
Texte intégralBou, Nassif Aline. « Mouvements sismiques forts dans les régions montagneuses et mouvements de terrain induits ». Electronic Thesis or Diss., Université Grenoble Alpes, 2023. http://www.theses.fr/2023GRALU039.
Texte intégralDuring an earthquake, a high degree of variability in damage distribution, encompassing both structural damage and co-seismic landslides, is commonly observed in mountainous regions near the seismic source. Among other factors, this spatial variability can be partly attributed to the amplification of seismic waves caused by surface topography. While this effect has long been documented, it remains poorly understood and is rarely incorporated into building specification codes. My thesis is dedicated to predicting the amplification of ground motion caused by surface topography in close distances to an earthquake, and studying its potential impact on co-seismic landslides distribution patterns.To achieve this goal, my work initially relies on neural network analysis of previously-available synthetic data obtained from 3D finite-differences simulations of seismic wave propagation. This analysis aims to derive a physics-based estimator of topographic site effects in close distances to the source. This proxy, which I refer to as the i-FSC proxy (illuminated Frequency Scaled Curvature), depends on the S-wavelength, the curvature of the topographic surface, and a new parameter called the “normalized seismic illumination angle” which quantifies the slope's exposure to the incoming wavefield. This user-friendly tool does not require high computational resources; it only uses a digital elevation map and the position of the seismic source to predict amplification factors at any point of the surface topography. The i-FSC allows exploring the variations in topographic amplification influenced by nearby seismic sources. This advancement is particularly significant as the areas closest to the fault are typically the ones most severely affected during earthquakes.Subsequently, the i-FSC proxy is employed to investigate the correlation between ground motion amplification and the spatial distribution of earthquake-induced landslides triggered by events such as the 2015 Gorkha earthquake (MW 7.8), the 2016 Kumamoto earthquake (MW 7.1), and the 2016 Kaikōura earthquake (MW 7.8). The results indicate that co-seismic landslides tend to be localized in amplified areas. Different controls on the landslide triggering at different frequencies have been identified. At lower frequencies, landslides tend to concentrate on slopes facing away from the seismic source (with higher seismic illumination angles). At smaller scales, the location of landslides mimics the amplification maps at higher frequencies, which are primarily influenced by surface topography curvature. Furthermore, landslides appear to also cluster at the interfaces between illuminated and non-illuminated slopes, which may indicate areas where slope deformation is the greatest. The results also highlight the crucial importance of considering the effect of topographic amplification, simply derived by the i-FSC proxy, together with other classic factors such as slope steepness, for a better understanding of the complex mechanisms governing the spatial distribution of earthquake-induced landslides at local and regional scales.The results of this study hold significant importance, as they could guide future research efforts aimed at developing more effective risk assessment and mitigation strategies in mountainous regions
Panzera, Francesco. « Approaches to earthquake scenarios validation using seismic site response ». Doctoral thesis, Università di Catania, 2012. http://hdl.handle.net/10761/1084.
Texte intégralZhang, Zezhong. « Stabilité dynamique des versants et effets de site d’origine géomorphologique : simulations numériques et rétro-analyses ». Thesis, Paris Sciences et Lettres (ComUE), 2018. http://www.theses.fr/2018PSLEM074/document.
Texte intégralIn this research work, numerical simulations using the finite difference FLAC software (Itasca) were first conducted with a homogeneous linear elastic slope model in order to characterize the acceleration amplification along the slope surface and behind the slope crest, and then to evaluate the topographic effect on the acceleration amplification. The interaction between the frequency of the seismic input motion applied at the base of the model with the slope angle and height has been deeply investigated. It was found that significant changes in the acceleration amplification factor result from variations in the slope angle and height as well as the signal frequency and duration. In addition, it has been shown that the ground motion amplification due to slope topography result from complex coupling effects between the input waves and the reflected waves on the topographic features and is highly controlled by the ratio between the wavelength of the input signal and the slope height.Numerical simulations are based on geotechnical investigations and geotechnical modeling, and it is necessary to validate the results through comparisons between modeling results and field observations. Frequency domain analysis such as spectral density and frequency response are an effective way to understand process characteristics and the various phenomena that cannot be explained in the time domain. For this purpose, a case study at Xishan Park ridge in Zigong in China has been studied. Site amplifications associated with the ground motion produced by the 2008 Wenchuan earthquake have been evaluated using the Standard Spectral Ratio (SSR) technique and root-mean-square acceleration (arms) method in time domain. 2D numerical analysis using finite difference method using the FLAC software (Itasca) has been then performed and results have been compared with monitoring data. The “simulated” peaks of the spectral amplifications are always lower than those derived from the field records. The strong attenuation of input motion at high frequencies highlights the shortcoming that a signal damping ratio does not adequately represent the energy dissipation in numerical simulations. Significant amplifications occurred at high frequencies (>10 Hz) and are considered to result from local specific conditions such as rock fracturing and ridge steps; thus they do not necessarily occur at the top of the hill. Finally, parametric studies were performed with elastic models in terms of various 2D slope geometries and geological layers to characterize the ground motion amplifications. The purpose of the parametric analysis is to understand the role of the geological layer, slope angle and slope height on the ground motion amplification, and thus to estimate if site amplifications could be responsible for the triggering of landslide. Then, the dynamic analysis on the slope model for different seismic magnitudes was performed and a slope failure based on displacement was created to evaluate the Las Colinas slope stability in Salvador. The numerical results clearly showed that site effects can have induced significant ground motion amplifications that contributed to trigger landslides
Nguyen, Hieu Toan. « Évaluation des effets de site topographiques dans les pentes soumises à des sollicitations dynamiques par simulations numériques ». Electronic Thesis or Diss., Paris, ENMP, 2015. http://www.theses.fr/2015ENMP0074.
Texte intégralEarthquakes are known as destructive and murderous natural catastrophe. Particularly in the mountainous regions, the effects of earthquakes are still much aggravated due to the topographic site effects. The presence of a slope causes an amplification of the seismic signal, particularly in the vicinity of the crest. Numerous earthquakes in the past such as the 1909 Lambesc earthquake (Ms=6.2) which led to the destruction of the Rognes village (Bouches-du-Rhône, France), or more recently the 1999 Athens, Greece earthquake (Ms=5.9) which damaged the Adames city as well as the 1999 Chichi, Taiwan earthquake (MW=7.6), the 2001 El Salvador earthquake (MW=7.6) and the 2008 Sichuan earthquake (MW=7.9) responsible for numerous catastrophic landslides are representative examples. Post-seismic investigations demonstrated a significant contribution of topographic site effects on the human and material damage assessment.In order to improve the knowledge of this phenomenon, numerous numerical simulations were performed on the step-like slope models by using the FLAC 2D software (Itasca). The obtained results were analyzed by considering various criteria such as amplification factors, dimensions and area of amplification zones as well as spatial distribution of these zones inside the slope mass. The parametric analyses allow underlining the principal role of the dimensionless frequency, ratio of the slope height to the wavelength of the seismic signal, in the evaluation of topographic site effects. These results also show that the slope angle is the second important parameter, followed by the Poisson's ratio and the geometry of the crest and of the toe of slope.These numerical results allow pointing out empirical equations, called ANS, which can be used to estimate the topographic site effects according to different interpretation criteria. These formulas are suitable for seismic signals with a relatively narrow band of predominant frequencies. For other cases, the method concerning decomposition of seismic incident wave (MD) was developed in this work. This method is based on the decomposition of the complex multi-frequency seismic signal into multiple mono-frequency waves by using Fourier transform. The effect of the complex signal is then evaluated through a combination of the effects of elementary waves. The approaches developed in this work (ANS and MD) allow evaluating the topographic site effects, by taking into account geomorphologic and seismic parameters of the slope as well as the frequency content of the seismic signal, without recourse to numerical simulations
Nguyen, Hieu Toan. « Évaluation des effets de site topographiques dans les pentes soumises à des sollicitations dynamiques par simulations numériques ». Thesis, Paris, ENMP, 2015. http://www.theses.fr/2015ENMP0074/document.
Texte intégralEarthquakes are known as destructive and murderous natural catastrophe. Particularly in the mountainous regions, the effects of earthquakes are still much aggravated due to the topographic site effects. The presence of a slope causes an amplification of the seismic signal, particularly in the vicinity of the crest. Numerous earthquakes in the past such as the 1909 Lambesc earthquake (Ms=6.2) which led to the destruction of the Rognes village (Bouches-du-Rhône, France), or more recently the 1999 Athens, Greece earthquake (Ms=5.9) which damaged the Adames city as well as the 1999 Chichi, Taiwan earthquake (MW=7.6), the 2001 El Salvador earthquake (MW=7.6) and the 2008 Sichuan earthquake (MW=7.9) responsible for numerous catastrophic landslides are representative examples. Post-seismic investigations demonstrated a significant contribution of topographic site effects on the human and material damage assessment.In order to improve the knowledge of this phenomenon, numerous numerical simulations were performed on the step-like slope models by using the FLAC 2D software (Itasca). The obtained results were analyzed by considering various criteria such as amplification factors, dimensions and area of amplification zones as well as spatial distribution of these zones inside the slope mass. The parametric analyses allow underlining the principal role of the dimensionless frequency, ratio of the slope height to the wavelength of the seismic signal, in the evaluation of topographic site effects. These results also show that the slope angle is the second important parameter, followed by the Poisson's ratio and the geometry of the crest and of the toe of slope.These numerical results allow pointing out empirical equations, called ANS, which can be used to estimate the topographic site effects according to different interpretation criteria. These formulas are suitable for seismic signals with a relatively narrow band of predominant frequencies. For other cases, the method concerning decomposition of seismic incident wave (MD) was developed in this work. This method is based on the decomposition of the complex multi-frequency seismic signal into multiple mono-frequency waves by using Fourier transform. The effect of the complex signal is then evaluated through a combination of the effects of elementary waves. The approaches developed in this work (ANS and MD) allow evaluating the topographic site effects, by taking into account geomorphologic and seismic parameters of the slope as well as the frequency content of the seismic signal, without recourse to numerical simulations
Zhang, Zezhong. « Stabilité dynamique des versants et effets de site d’origine géomorphologique : simulations numériques et rétro-analyses ». Electronic Thesis or Diss., Paris Sciences et Lettres (ComUE), 2018. http://www.theses.fr/2018PSLEM074.
Texte intégralIn this research work, numerical simulations using the finite difference FLAC software (Itasca) were first conducted with a homogeneous linear elastic slope model in order to characterize the acceleration amplification along the slope surface and behind the slope crest, and then to evaluate the topographic effect on the acceleration amplification. The interaction between the frequency of the seismic input motion applied at the base of the model with the slope angle and height has been deeply investigated. It was found that significant changes in the acceleration amplification factor result from variations in the slope angle and height as well as the signal frequency and duration. In addition, it has been shown that the ground motion amplification due to slope topography result from complex coupling effects between the input waves and the reflected waves on the topographic features and is highly controlled by the ratio between the wavelength of the input signal and the slope height.Numerical simulations are based on geotechnical investigations and geotechnical modeling, and it is necessary to validate the results through comparisons between modeling results and field observations. Frequency domain analysis such as spectral density and frequency response are an effective way to understand process characteristics and the various phenomena that cannot be explained in the time domain. For this purpose, a case study at Xishan Park ridge in Zigong in China has been studied. Site amplifications associated with the ground motion produced by the 2008 Wenchuan earthquake have been evaluated using the Standard Spectral Ratio (SSR) technique and root-mean-square acceleration (arms) method in time domain. 2D numerical analysis using finite difference method using the FLAC software (Itasca) has been then performed and results have been compared with monitoring data. The “simulated” peaks of the spectral amplifications are always lower than those derived from the field records. The strong attenuation of input motion at high frequencies highlights the shortcoming that a signal damping ratio does not adequately represent the energy dissipation in numerical simulations. Significant amplifications occurred at high frequencies (>10 Hz) and are considered to result from local specific conditions such as rock fracturing and ridge steps; thus they do not necessarily occur at the top of the hill. Finally, parametric studies were performed with elastic models in terms of various 2D slope geometries and geological layers to characterize the ground motion amplifications. The purpose of the parametric analysis is to understand the role of the geological layer, slope angle and slope height on the ground motion amplification, and thus to estimate if site amplifications could be responsible for the triggering of landslide. Then, the dynamic analysis on the slope model for different seismic magnitudes was performed and a slope failure based on displacement was created to evaluate the Las Colinas slope stability in Salvador. The numerical results clearly showed that site effects can have induced significant ground motion amplifications that contributed to trigger landslides
Kuehnert, Julian. « Simulation of High Frequency Seismic Waves generated by Rockfalls on Real Topography ». Thesis, Université de Paris (2019-....), 2019. https://theses.md.univ-paris-diderot.fr/KUEHNERT_Julian_va2.pdf.
Texte intégralRockfall hazard has to be evaluated and monitored in order to prevent loss of life and infrastructure. In this regard it is important to create event catalogs and understand rockfall dynamics. Seismic waves can help for this purpose as they carry valuable information of the event. They are generated when rockfalls impact the ground and can be used to detect, classify and locate events. Beyond that, rockfall properties such as their volume and their dynamic behavior can be inferred. Yet, high frequency seismic signals (>1Hz) are poorly understood. This is because they are associated to complex seismic sources which are spatially distributed and can rapidly vary over time. On top of this, high frequency seismic waves are prone to be scattered and diffracted due to interactions with soil heterogeneities or surface topography. This thesis takes an important step forward to enhance understanding of high frequency rockfall seismic signals by simulating seismic wave propagation on domains with realistic velocity profiles and 3D surface topographies using the Spectral Element Method (SEM). The influence of the topography on the seismic wave field is investigated. It is found that topography induced amplification is substantially different between deep sources and sources located at the surface. This is because surface waves generated by shallow sources are exposed to constant scattering and diffraction when traveling along the surface. The energy decay along the surface is investigated for different velocity models and equations are derived to back-calculate the total seismic energy radiated by the source. This is of interest as the rockfall seismic energy is related to the rockfall volume. In order to account for topography effects, a correction factor is proposed which can be introduced in the energy calculation. Observed seismic signals generated by rockfall at Dolomieu crater on Piton de la Fournaise volcano, La Réunion, are analyzed. Synthetic seismograms are used to identify and interpret observed signals generated by single impacts. The influence of topography on the waveforms is demonstrated and the sensitivity on source location as well as source direction is evaluated. Signal characteristics such as amplitudes and frequency content are explained based on Hertz contact theory. Additionally, inter-station spectral ratios computed from rockfall seismic signals are shown to be characteristic of the source position. Comparison with simulated spectral ratios suggest that they are dominated by the propagation along the topography rather than the mechanism of the source. Based on these findings, a method is proposed for the localization of rockfalls using simulated inter-station energy ratios. The method is applied to localize rockfalls at Dolomieu crater. The implementation of the method involves a sliding time window which allows a straightforward application on continuous seismic signals. The potential of the method to monitor rockfall activity in real-time is emphasized
Pedersen, Helle Anette. « Étude de la diffraction tridimensionnelle des ondes sismiques dans des structures à géométrie bidimensionnelle : développement théorique et applications ». Grenoble 1, 1994. http://www.theses.fr/1994GRE10212.
Texte intégralDelavaud, Elise. « Simulation numérique de la propagation d'ondes en milieu géologique complexe : application à l'évaluation de la réponse sismique du bassin de Caracas (Venezuela) ». Paris, Institut de physique du globe, 2007. http://www.theses.fr/2007GLOB0010.
Texte intégralLivres sur le sujet "Topographic site effect"
Mehmet, Çelebi, et Geological Survey (U.S.), dir. Seismic site-response experiments following the March 3, 1985 central Chile earthquake : Topographical and geological effects. [Reston, Va.?] : U.S. Geological Survey, 1986.
Trouver le texte intégralMehmet, Çelebi, et Geological Survey (U.S.), dir. Seismic site-response experiments following the March 3, 1985 central Chile earthquake : Topographical and geological effects. [Reston, Va.?] : U.S. Geological Survey, 1986.
Trouver le texte intégralMehmet, Çelebi, et Geological Survey (U.S.), dir. Seismic site-response experiments following the March 3, 1985 central Chile earthquake : Topographical and geological effects. [Reston, Va.?] : U.S. Geological Survey, 1986.
Trouver le texte intégralFentress, Elizabeth. Topographic Memory. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198777601.003.0018.
Texte intégralSeismic site-response experiments following the March 3, 1985 central Chile earthquake : Topographical and geological effects. [Reston, Va.?] : U.S. Geological Survey, 1986.
Trouver le texte intégralSeismic site-response experiments following the March 3, 1985 central Chile earthquake : Topographical and geological effects. [Reston, Va.?] : U.S. Geological Survey, 1986.
Trouver le texte intégralValenti, Marco. Changing Rural Settlements in the Early Middle Ages in Central and Northern Italy. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198777601.003.0012.
Texte intégralGaladza, Daniel. Liturgy and Byzantinization in Jerusalem. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198812036.001.0001.
Texte intégralŚlusarski, Marek. Metody i modele oceny jakości danych przestrzennych. Publishing House of the University of Agriculture in Krakow, 2017. http://dx.doi.org/10.15576/978-83-66602-30-4.
Texte intégralChapitres de livres sur le sujet "Topographic site effect"
Cao, Qun, et Lin Qiu. « Research on Atmospheric Dispersion Factor Used in the Calculation of Emergency Planning Zone ». Dans Springer Proceedings in Physics, 257–69. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1023-6_24.
Texte intégralYang, Lixiang, Yaobin Han, Xu Zhang et Zhiwen Li. « Numerical Simulation for the Dynamic Response of Step Topography Subjected to Blasting Load ». Dans Lecture Notes in Civil Engineering, 179–86. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_15.
Texte intégralMiyagi, Toyohiko, Koji Ikeda, Haruna Ishikawa, Loi Doan, Nguyen Kim Thanh, Pham Van Tien, Yuxin Li et Feng Zhang. « Interpretation and Mapping for the Prediction of Sites at Risk of Landslide Disasters : From Aerial Photography to Detection by DTMs ». Dans Progress in Landslide Research and Technology, Volume 3 Issue 1, 2024, 15–61. Cham : Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-55120-8_2.
Texte intégralBoose, Emery R. « Hurricane Impacts in New England and Puerto Rico ». Dans Climate Variability and Ecosystem Response in Long-Term Ecological Research Sites. Oxford University Press, 2003. http://dx.doi.org/10.1093/oso/9780195150599.003.0008.
Texte intégralUyanık, Osman, Nurten Ayten Uyanık et Nevbahar Ekin. « Local Site Effects Evaluation Using Geophysical Methods ». Dans Advances in Environmental Engineering and Green Technologies, 23–56. IGI Global, 2023. http://dx.doi.org/10.4018/979-8-3693-0819-6.ch002.
Texte intégral« Effects of Urbanization on Stream Ecosystems ». Dans Effects of Urbanization on Stream Ecosystems, sous la direction de Cathy M. Tate, Thomas F. Cuffney, Gerard McMahon, Elise M. P. Giddings, James F. Coles et Humbert Zappia. American Fisheries Society, 2005. http://dx.doi.org/10.47886/9781888569735.ch17.
Texte intégral« Benthic Habitats and the Effects of Fishing ». Dans Benthic Habitats and the Effects of Fishing, sous la direction de Page C. Valentine, Brian J. Todd et Vladimir E. Kostylev. American Fisheries Society, 2005. http://dx.doi.org/10.47886/9781888569605.ch18.
Texte intégralGupta, Divya, Rimpi Kumari, Amena Salim, Rahul Singhal et Sanjeev Aggarwal. « Fabrication of Variable Morphologies on Argon Sputtered PMMA Surfaces ». Dans Nanotechnology and Nanomaterials. IntechOpen, 2023. http://dx.doi.org/10.5772/intechopen.112218.
Texte intégralKim, Haeam. « Comparison of Site Response Analysis (SRA) according to ground modelling and structure consideration ». Dans Earthquake Ground Motion [Working Title]. IntechOpen, 2023. http://dx.doi.org/10.5772/intechopen.1002922.
Texte intégral« Benthic Habitats and the Effects of Fishing ». Dans Benthic Habitats and the Effects of Fishing, sous la direction de R. A. Coggan, C. J. Smith, R. J. A. Atkinson, K. N. Papadopoulou, T. D. I. Stevenson, P. G. Moore et I. D. Tuck. American Fisheries Society, 2005. http://dx.doi.org/10.47886/9781888569605.ch22.
Texte intégralActes de conférences sur le sujet "Topographic site effect"
Dong, Xinwen, Sheng Fang et Shuhan Zhuang. « SWIFT-RIMPUFF Modeling of Air Dispersion at a Nuclear Powerplant Site With Heterogeneous Upwind Topography ». Dans 2021 28th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/icone28-64608.
Texte intégralVarela, Antonia M., Casiana Muñoz-Tuñón, Begoña García-Lorenzo et Jesús J. Fuensalida. « Tropospheric wind regimes and site topographical effects : importance for site characterization ». Dans SPIE Astronomical Telescopes + Instrumentation, sous la direction de Larry M. Stepp. SPIE, 2006. http://dx.doi.org/10.1117/12.671387.
Texte intégralWaikar, R. A., et Y. B. Guo. « The Synergistic Effect of Tool Geometry and Hard Turning vs. Grinding Processes on 3D Surface Micro Topography ». Dans ASME 2007 International Manufacturing Science and Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/msec2007-31086.
Texte intégralMohammadi, K., et D. Asimaki. « Topography Effects Are Not Dominated by Ground Surface Geometry : A Site Effects Paradox ». Dans Geotechnical Frontiers 2017. Reston, VA : American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480489.018.
Texte intégralShuai, Li, Wang Ming-dong, Zhang Fan, Wang Jing-quan, Zhang Yu, Dai Deng-hui, Zhang Ning et Gao Yu-feng. « Seismic Performance Assessment of Multi-Span Continuous Railway Bridges Across a Symmetrical V-Shaped Canyon Considering the Near-Source Topographic Effect ». Dans IABSE Congress, Nanjing 2022 : Bridges and Structures : Connection, Integration and Harmonisation. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1396.
Texte intégralJin, D. D., G. X. Chen et F. F. Dong. « Seismic Response of a Real Basin Site Considering Topography Effect and Nonlinear Characteristic of Soil ». Dans Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. Reston, VA : American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413234.070.
Texte intégralAluker, N., et А. Artamonov. « Ensuring radiation safety of medical examinations using thermoluminescent dosimetry ». Dans 8th International Congress on Energy Fluxes and Radiation Effects. Crossref, 2022. http://dx.doi.org/10.56761/efre2022.r5-p-047801.
Texte intégralRispal, Lorraine, Yordan Stefanov, Rudolf Heller, Gerhard Tzschockel, Gisela Hess, Klaus Haberle et Udo Schwalke. « Topographic and Conductive AFM Measurements on Carbon Nanotube Field-Effect Transistors Fabricated by In-situ Chemical Vapor Deposition ». Dans 2005 International Conference on Solid State Devices and Materials. The Japan Society of Applied Physics, 2005. http://dx.doi.org/10.7567/ssdm.2005.g-7-4.
Texte intégralWoodin, Craig, Harsha Malshe et Shreyes Melkote. « Effects of Single Point Dressing on Seeded Gel Grinding Wheel Surface Topography ». Dans ASME 2014 International Manufacturing Science and Engineering Conference collocated with the JSME 2014 International Conference on Materials and Processing and the 42nd North American Manufacturing Research Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/msec2014-4169.
Texte intégralLi-Lung, Lai, Huimin Gao et Hong Xiao. « Surface Effect on SEM Voltage Contrast and Dopant Contrast ». Dans ISTFA 2009. ASM International, 2009. http://dx.doi.org/10.31399/asm.cp.istfa2009p0202.
Texte intégralRapports d'organisations sur le sujet "Topographic site effect"
Swan, Megan, et Christopher Calvo. Site characterization and change over time in semi-arid grassland and shrublands at three parks?Chaco Culture National Historic Park, Petrified Forest National Park, and Wupatki National Monument : Upland vegetation and soils monitoring 2007?2021. National Park Service, 2024. http://dx.doi.org/10.36967/2301582.
Texte intégralMohammadi, Kami, Domniki Asimaki et Carene Larmat. Three-Dimensional Site Effects at Mortandad Canyon, NM:I. Validation against ambient noise recordings of topography effects. Office of Scientific and Technical Information (OSTI), novembre 2021. http://dx.doi.org/10.2172/1829620.
Texte intégralButterweck, Gernot, Alberto Stabilini, Benno Bucher, David Breitenmoser, Ladislaus Rybach, Cristina Poretti, Stéphane Maillard et al. Aeroradiometric measurements in the framework of the swiss exercise ARM23. Paul Scherrer Institute, PSI, mars 2024. http://dx.doi.org/10.55402/psi:60054.
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