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Статті в журналах з теми "Ground motion scenario"
Tarbali, Karim, and Brendon A. Bradley. "Representative ground-motion ensembles for several major earthquake scenarios in New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 47, no. 4 (December 31, 2014): 231–52. http://dx.doi.org/10.5459/bnzsee.47.4.231-252.
Повний текст джерелаMaeda, Takahiro, and Hiroyuki Fujiwara. "Seismic Hazard Visualization from Big Simulation Data: Cluster Analysis of Long-Period Ground-Motion Simulation Data." Journal of Disaster Research 12, no. 2 (March 16, 2017): 233–40. http://dx.doi.org/10.20965/jdr.2017.p0233.
Повний текст джерелаWirth, Erin A., Alex Grant, Nasser A. Marafi, and Arthur D. Frankel. "Ensemble ShakeMaps for Magnitude 9 Earthquakes on the Cascadia Subduction Zone." Seismological Research Letters 92, no. 1 (November 18, 2020): 199–211. http://dx.doi.org/10.1785/0220200240.
Повний текст джерелаAnderson, John G. "Benefits of scenario ground motion maps." Engineering Geology 48, no. 1-2 (November 1997): 43–57. http://dx.doi.org/10.1016/s0013-7952(97)81913-8.
Повний текст джерелаThomson, Ethan M., Robin L. Lee, and Brendon A. Bradley. "Ground motion simulations of Hope fault earthquakes." Bulletin of the New Zealand Society for Earthquake Engineering 52, no. 4 (December 1, 2019): 152–71. http://dx.doi.org/10.5459/bnzsee.52.4.152-171.
Повний текст джерелаMaeda, Takahiro, Hiroyuki Fujiwara, Toshihiko Hayakawa, Satsuki Shimono, and Sho Akagi. "Cluster Analysis of Long-Period Ground-Motion Simulation Data with Application to Nankai Trough Megathrust Earthquake Scenarios." Journal of Disaster Research 13, no. 2 (March 19, 2018): 254–61. http://dx.doi.org/10.20965/jdr.2018.p0254.
Повний текст джерелаGhofrani, Hadi, Gail M. Atkinson, Luc Chouinard, Philippe Rosset, and Kristy F. Tiampo. "Scenario shakemaps for Montreal." Canadian Journal of Civil Engineering 42, no. 7 (July 2015): 463–76. http://dx.doi.org/10.1139/cjce-2014-0496.
Повний текст джерелаBaby, Ajin, and Manish Shrikhande. "Wavelet Packet Characterization of Scenario Earthquake Ground Motions." Journal of Earthquake and Tsunami 11, no. 03 (August 14, 2017): 1750006. http://dx.doi.org/10.1142/s1793431117500063.
Повний текст джерелаGraves, Robert W., Brad T. Aagaard, and Kenneth W. Hudnut. "The ShakeOut Earthquake Source and Ground Motion Simulations." Earthquake Spectra 27, no. 2 (May 2011): 273–91. http://dx.doi.org/10.1193/1.3570677.
Повний текст джерелаRaghukanth, S., J. Dixit, and S. Dash. "Ground motion for scenario earthquakes at Guwahati city." Acta Geodaetica et Geophysica Hungarica 46, no. 3 (September 2011): 326–46. http://dx.doi.org/10.1556/ageod.46.2011.3.5.
Повний текст джерелаДисертації з теми "Ground motion scenario"
Magrin, Andrea. "Multi-scale seismic hazard scenarios." Doctoral thesis, Università degli studi di Trieste, 2013. http://hdl.handle.net/10077/8620.
Повний текст джерелаSeismic hazard assessment can be performed following a neo-deterministic approach (NDSHA), which allows to give a realistic description of the seismic ground motion due to an earthquake of given distance and magnitude. The approach is based on modelling techniques that have been developed from a detailed knowledge of both the seismic source process and the propagation of seismic waves. This permits to define a set of earthquake scenarios and to simulate the associated synthetic signals without having to wait for a strong event to occur. NDSHA can be applied at different geographic scale with different detail levels of modelling. At local scale the source and site characteristics can be take account, whereas at the regional scale seismograms at the nodes of a regular grid are computed. Finite fault simulation is needed to compute realistic ground motions close to a ruptured fault. No reasonable deterministic prediction for many details of a future fault motion can be expected and their variability can be treated in practice only from a statistical viewpoint. Therefore, their effect is simulated through Monte-Carlo approach. To test the accuracy of the method, the L’Aquila earthquake occurred on April 6, 2009 has been modelled. The use of a realistic model for the representation of the extended fault introduces a stochastic element in NDSHA. So the variability due to the stochastic component of seismic source has been evaluated. In standard NDSHA at regional scale, seismograms are computed for an upper frequency content of 1 Hz. The use of a more realistic source model than the scaled point source that takes account of effective duration of rupture process allowed to extend the maximum frequency of computation of seismograms of national scale maps to 10 Hz. A first estimation of uncertainty due to the random representation of the source in national scale maps has been obtained by parametric tests on EU-India Grid infrastructure. NDSHA defines the hazard as the maximum ground motion at the site and it does not supply information about the frequency of occurrence of the expected ground motion. The standard procedure of NDSHA has been modified here, to take into account the additional information of recurrence. The introduction of recurrence estimates in NDSHA allows the generation of ground motion maps for specified return periods that permits a straightforward comparison between the NDSHA and the PSHA maps. Furthermore the map of the recurrence has been associated with standard map of ground motion.
La valutazione della pericolosità sismica può essere effettuata seguendo un approccio neo-deterministico (NDSHA) che permette di dare una descrizione realistica del moto del suolo dovuto a un terremoto di data distanza e magnitudo. L’approccio è basato su tecniche di modellazione che sono state sviluppate da una conoscenza dettagliata sia della sorgente che della propagazione delle onde sismiche. Questo permette di definire un set di terremoti di scenario e di simulare i segnali sintetici associati senza dover aspettare l’accadimento di un forte evento. La metodologia neo-deterministica può essere applicata a diverse scale geografiche cui corrispondono differenti livelli di dettaglio nella modellazione. A scala locale è possibile tenere conto delle caratteristiche specifiche della sorgente e del sito considerati, mentre a scala regionale vengono calcolati i sismogrammi ai nodi di una griglia regolare. Per simulare in modo realistico il moto del suolo in prossimità di una faglia è necessario usare un modello di sorgente estesa. Molti dettagli del processo di rottura sulla sorgente non possono essere predetti in modo deterministico e la loro variabilità può essere trattata solo da un punto di vista statistico. Di conseguenza i loro effetti vengono simulati attraverso una approccio Monte-Carlo. Per testare l’accuratezza del metodo è stato modellato il terremoto dell’Aquila del 6 aprile 2009. L’uso di un modello realistico di sorgente per la rappresentazione della sorgente estesa introduce un elemento stocastico nel metodo neo-deterministico. Si è quindi valutata la variabilità dei valori di picco dovuta alla modellazione della sorgente. Nella metodologia neo-deterministica scala regionale i sismogrammi vengono calcolati con una frequenza massima di 1 Hz. L’uso di un modello di sorgente piu` realistico rispetto a quello della sorgente puntiforme in grado di tener in conto dell’effettiva durata del processo di rottura ha consentito di estendere la frequenza massima di calcolo dei sismogrammi delle mappe di pericolosità nazionali a 10 Hz. Una prima stima dell’incertezza legata alla simulazione stocastica della sorgente sulle mappe a scala nazionale è stata ottenuta con l’uso di test parametrici condotti utilizzando l’infrastruttura informatica EU-India Grid. Il metodo neo-deterministico definisce la pericolosità come il massimo scuotimento al sito e non fornisce alcuna informazione sulla ricorrenza del moto del suolo atteso. La procedura è stata modificata per tener conto dell’informazione aggiuntiva della ricorrenza. In questo modo è stato possibile generare delle mappe di scuotimento per specifici periodi di ritorno che consentono un diretto confronto con le mappe probabilistiche. Inoltre alle mappe di massimo scuotimento sono state associate le rispettive mappe di ricorrenza del moto del suolo.
XXV Ciclo
1983
Laprocina, Enrica. "Strong ground motion estimations related to sesmic events in the southern - eastern Alps." Doctoral thesis, Università degli studi di Trieste, 2011. http://hdl.handle.net/10077/4494.
Повний текст джерелаQuesta tesi di dottorato va a descrivere un lavoro che comprende due diverse parti: scenari di pericolosità sismica e stima degli effetti di sito e magnitudo di coda. La prima parte tratta di scenari di pericolosità sismica in un’area che copre la regione Friuli Venezia Giulia, la parte occidentale della Slovenia e la parte orientale del Veneto. Poichè parte della tesi è stata svolta nell’ambito del progetto Interreg Italia-Austria, Hareia, "Historical and recent earthquakes in Italy and Austria", è stato trattato anche un evento localizzato nella regione Trentino Alto Adige. La pericolosità sismica, espressa in termini di accelerazione o velocità massima attesa sul territorio, è stata dedotta in base al calcolo di molteplici scenari realistici di scuotimento del suolo con eventi connessi a faglie segnalate in letteratura come le più significative dell’area in esame. Questo approccio permette di ottenere una buona stima sull’eventuale pericolosità dell’area, importante per mitigare gli effetti di potenziali terremoti futuri. Le sorgenti sismogenetiche prese in esame sono state tredici. Tutti i calcoli sono stati eseguiti usando un modello di faglia estesa, applicando un modello di velocita’ di propagazione della rottura costante e variando la posizione dell’epicentro lungo la superficie di faglia. La distribuzione del momento sismico è stata considerata sia omogenea che, applicando il modello k², non uniforme. In questo modo, per ogni modello di faglia, possono essere calcolati diversi scenari. I sismogrammi sintetici sono stati calcolati con una frequenza massima di 1 Hz e per ogni punto di una densa griglia di ricevitori posizionati in modo equidistante dal centro della sorgente. Quindi, da ognuno di questi ricevitori, e’ stato possibile ottenere il valore massimo dell’accelerazione e delle velocità del sismogramma, poi plottato sulla mappa finale. Nella seconda parte della tesi, proprio perchè nella metodologia adottata gli scenari di scuotimento del suolo non tengono conto degli effetti di sito, si è applicata la metodologia di Mayeda et al. (2003), per poter ottenere, a diverse strette bande di frequenza, la risposta delle varie stazioni sismiche prese in esame. Il risultato potrà essere usato in futuro per “correggere” le stime di pericolosità calcolate su roccia. Come input a questa metodologia, è stato scelto un database costituito da 200 eventi avvenuti fra il 2006 ed il 2009, con magnitudo locale da 2.5 a 4, registrati da 25 stazioni slovene, austriache ed italiane. Di questi terremoti è stata infine calcolata anche la magnitudo da momento di coda. I valori di magnitudo così ottenuti sono risultati coerenti con le stime ottenute da altri Autori usando metodologie diverse.
XXII Ciclo
1981
Vestin, Albin, and Gustav Strandberg. "Evaluation of Target Tracking Using Multiple Sensors and Non-Causal Algorithms." Thesis, Linköpings universitet, Reglerteknik, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-160020.
Повний текст джерелаChang, Yu-Ru, and 張育儒. "Broadband ground motion simulation:Case studies of 2010 Jiashian earthquake andHengchun earthquake scenario." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/g49772.
Повний текст джерела國立臺灣大學
海洋研究所
100
One of the most important issues of the recent development of seismology and earthquake engineering is the capability to predict strong ground motion for future large earthquake based on state-of-the-art knowledge and observations. However, it is very difficult to achieve realistic ground motion response by numerical simulation due to the poor resolution of underground structure and high computational consuming. In this study, we present three approaches to extend the simulating frequency band and to establish the feature of realistic strong ground motion pattern. There are two major parts in this study. First part focuses on the developments and tests of the three approaches to realize broadband ground motion simulation. The three approaches are (1) Hybrid method, (2) Frequency ratio method and (3) High frequency numerical simulation. These three approaches are applied on the 2010 Jiashian (M6.4) and 2009 Nanto (M5.13) earthquakes. In the second part, the hybrid broadband simulation technique is considered to apply on Hengchun scenario earthquake. Results indicate that using hybrid method with characteristic source model approach can provide a physics-based simulation result to predict strong ground motion of large earthquake that could occur in the future. The long term goal of this study will be to give contributions to the earthquake mitigation and seismic hazard assessment.
Reshi, Owais A. "Hybrid Broadband Ground-Motion Simulation Using Scenario Earthquakes for the Istanbul Area." Thesis, 2016. http://hdl.handle.net/10754/607279.
Повний текст джерелаChan, Jiu-Yang, and 詹鉅洋. "Establishing Ground-Motion Scaling Procedures for Scenario-Based Performance Assessment of Buildings." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/61235133545738170611.
Повний текст джерела國立臺灣大學
土木工程學研究所
101
The ATC-58 project in the United States developed and published next-generation tools and procedures for seismic performance assessment of buildings in 2012. In the ATC-58 procedures, damage is measured in terms of direct economic loss, indirect economic loss and casualties rather than by building component deformations and accelerations. Uncertainty and randomness will be captured in every step of the performance assessment process, including characterization of earthquake hazard, simulation of building response, damage assessment, and loss computation. The ATC-58 procedures offer three different types of assessments, namely, intensity-, scenario- and time-based assessments. All three involve the use of response-history analysis. The objective of this study is to develop recommendations for the selection and scaling of ground motions for scenario-based assessment. The scenario-based assessment aims at predicting the loss for a specific scenario (representing by a combination of earthquake magnitude and distance). The ground motions scaled for the assessment should reflect the distribution of spectral acceleration for the specific scenario. In this study, a series of nonlinear response-history analyses were performed for a 15-story and a 5-story sample moment resisting frames subjected to ground motions scaled for three sample earthquake scenarios determined based on the aggregation data for the site of the sample buildings.Sets of ground motions were developed for each building and each earthquake scenario using three scaling methods, namely, Conditional Spectrum Method, Unconditional Spectrum Method and Distribution Scaling Method. The impact of 1) scaling procedures, 2) number of ground motions, and 3) ground-motion database on structure responses, including peak inter-story drift, peak floor acceleration, and floor spectral acceleration, was studied. Recommendations for ground-motion scaling procedures for ATC-58 scenario-based assessment were developed.Selections of 30 ground motions from scenario database for ground-motion scaling procedures(Unconditional Spectrum Method and Distribution Scaling Method) is recommended in this study.
Lin, Chia-Hua, and 林珈樺. "Source rupture and ground motion simulations of 1951 Longitudinal Valley Earthquake Sequences and future earthquake scenario." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/16185656532086471571.
Повний текст джерела國立臺灣大學
地質科學研究所
104
The Longitudinal Valley (LV) in the eastern Taiwan is considered as the suture zone between the Eurasia Plate and the Philippine Sea Plate. Thousands of earthquakes are occur in this area every year. The Longitudinal Valley Fault (LVF) is a seismically active structure, which is located along the LV. During the time period from October to December in 1951, lots of large earthquakes occurred between Hualien and Taitung area, including four major earthquakes (M > 6.9) and thousands of aftershocks. This earthquake series is known as the Longitudinal Valley Earthquake sequence. Coseismic surface rupture with a total length of approximate 90 km were observed along LV. In order to understand the characteristics of source rupture and resultant strong ground motion, this study is comprised of two different parts. In first part, we reconstructed the source model and strong ground motion time history of this earthquake sequence. Inversion of the coseismic displacement data was first conducted. Based on the inverted slip distribution, we performed 3D forward simulation using the Spectral Element Method. Therefore, the second part of the thesis focuses on ground motion prediction for scenario earthquakes. We performed wave propagation simulation with ten stochastic rupture scenarios and examined the results collectively. The numerical simulation results showed that the PGA larger than 250 cm/s2 distributed along LV in eastern Taiwan in all cases. If the rupture started in the middle of LVF, PGA larger than 80 cm/s2 could be detected in the entire island. In the particular stochastic source rupture models, the PGA might be larger than expected in some places far from LVF due to source radiation and directivity effect, such as Taipei basin, Ilan and southern part of Taiwan. The models we presented in this thesis for both historical and scenario events can serve as reference for future in-depth seismotectonic studies and hazard assessment.
Passone, Luca. "Near-source ground motions for complex-geometry scenario earthquakes." Diss., 2018. http://hdl.handle.net/10754/630109.
Повний текст джерелаVlachos, Christos. "Stochastic Characterization and Simulation of Ground Motions based on Earthquake Scenarios." Thesis, 2016. https://doi.org/10.7916/D8RB74TC.
Повний текст джерелаSpagnuolo, E. "Fault Directivity and Seismic Hazard." Thesis, 2010. http://hdl.handle.net/2122/10121.
Повний текст джерелаUniversità degli studi di Genova, Istituto Nazionale di Geofisica e Vulcanologia
Unpublished
3T. Pericolosità sismica e contributo alla definizione del rischio
4T. Fisica dei terremoti e scenari cosismici
open
Книги з теми "Ground motion scenario"
Faccioli, Ezio. Prediction of Ground Motion and Loss Scenarios for Selected Infrastructure Systems in European Urban Environments: LESSLOSS Report No. 2007/08. Pavia: Istituto Universitario di Studi Superiori, 2007.
Знайти повний текст джерелаЧастини книг з теми "Ground motion scenario"
Tsurugi, Masato. "Strong Ground Motion Prediction for Scenario Earthquakes." In Environmental Science and Engineering, 207–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29107-4_10.
Повний текст джерелаPallav, Kumar, S. T. G. Raghukanth, and Konjengbam Darunkumar Singh. "Ground Motion Scenario for Hypothetical Earthquake (Mw 8.1) in Indo-Burmese Subduction at Imphal City." In Advances in Structural Engineering, 751–64. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_59.
Повний текст джерелаGallovič, F. "Azimuthal Dependence of the Ground Motion Variability from Scenario Modeling of the 2014 Mw6.0 South Napa, California, Earthquake Using an Advanced Kinematic Source Model." In Pageoph Topical Volumes, 143–54. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-72709-7_9.
Повний текст джерелаSlavov, S., I. Paskaleva, M. Kouteva, F. Vaccari, and G. F. Panza. "Deterministic Earthquake Scenarios for the City of Sofia." In Seismic Ground Motion in Large Urban Areas, 1221–37. Basel: Birkhäuser Basel, 2004. http://dx.doi.org/10.1007/978-3-0348-7355-0_16.
Повний текст джерелаSolakov, Dimcho, Stela Simeonova, Plamena Raykova, Boyko Rangelov, and Constantin Ionescu. "Earthquake Ground Motion Scenarios for the City of Ruse." In Studies in Systems, Decision and Control, 243–62. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-70190-1_17.
Повний текст джерелаCrempien, Jorge G. F., and Ralph J. Archuleta. "Within-Event and Between-Events Ground Motion Variability from Earthquake Rupture Scenarios." In Pageoph Topical Volumes, 127–41. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-72709-7_8.
Повний текст джерелаKohrangi, M., A. N. Papadopoulos, S. R. Kotha, D. Vamvatsikos, and P. Bazzurro. "Earthquake Catastrophe Risk Modeling, Application to the Insurance Industry: Unknowns and Possible Sources of Bias in Pricing." In Springer Tracts in Civil Engineering, 239–74. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68813-4_11.
Повний текст джерелаMaugeri, M., and S. Grasso. "Ground motion earthquake scenario parameters for the 2009 Abruzzo earthquake." In Earthquake Ground Motion, 49–63. WIT Press, 2014. http://dx.doi.org/10.2495/978-1-84566-000-0/006.
Повний текст джерелаG. Koricho, Ermias, and Elizabeth Dimsdale. "Head Impact Injury Mitigation to Vehicle Occupants: An Investigation of Interior Padding and Head Form Modeling Options against Vehicle Crash." In Advancement and New Understanding in Brain Injury. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.95250.
Повний текст джерелаCosta, Valter, Rosaldo J. F. Rossetti, and Armando Sousa. "Simulator for Teaching Robotics, ROS and Autonomous Driving in a Competitive Mindset." In Rapid Automation, 720–34. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-8060-7.ch033.
Повний текст джерелаТези доповідей конференцій з теми "Ground motion scenario"
Solakov, Dimcho, Stela Simeonova, and Plamena Raykova. "DETERMINISTIC EARTHQUAKE SCENARIO FOR THE CITY OF VARNA." In 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022/1.1/s05.060.
Повний текст джерелаProthro, Lance, Cleat Zeiler, and Michelle Dunn. "GROUND MOTION SIMULATIONS IN THE YUCCA FLAT BASIN FROM SCENARIO EARTHQUAKES ON THE YUCCA FAULT." In American Geophysical Union Fall Meeting.. https://www.agu.org/Fall-Meeting. US DOE, 2020. http://dx.doi.org/10.2172/1716521.
Повний текст джерелаZaineh, Hussam Eldein, and Hiroaki Yamanaka. "Ground-motion simulation for scenario earthquakes along Serghaya Fault and the seismic hazard implications to Damascus city, Syria." In Proceedings of the 11th SEGJ International Symposium, Yokohama, Japan, 18-21 November 2013. Society of Exploration Geophysicists, 2013. http://dx.doi.org/10.1190/segj112013-112.
Повний текст джерелаDabbeeru, Madan M., Joshua D. Langsfeld, Petr Svec, and Satyandra K. Gupta. "Towards Energy Efficient Follow Behaviors for Unmanned Ground Vehicles Over Rugged Terrains." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-71251.
Повний текст джерелаGusev, A. A., V. Pavlov, F. Romanelli, G. Panza, Adolfo Santini, and Nicola Moraci. "Low-Frequency Seismic Ground Motion At The Pier Positions Of The Planned Messina Straits Bridge For A Realistic Earthquake Scenario." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963858.
Повний текст джерелаOlorunfemi, Oluwaseyi J., and Alan A. Barhorst. "On the Efficacy of Non-Holonomic Canonical Momentum Analysis of Constrained Multi-Body Mechanical Systems – Application in Ground Vehicle Double Wishbone Suspension Dynamics." In ASME 2022 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/imece2022-95181.
Повний текст джерелаCarey, Kevin, Benjamin Abruzzo, David P. Harvie, and Christopher Korpela. "Performance Comparison of Inertial Measurement Units Fused With Odometry in Extended Kalman Filter for Dead-Reckoning Navigation." In ASME 2019 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/detc2019-98184.
Повний текст джерелаNunziata, C., A. Peresan, F. Romanelli, F. Vaccari, E. Zuccolo, G. F. Panza, Adolfo Santini, and Nicola Moraci. "Realistic Ground Motion Scenarios: Methodological Approach." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963860.
Повний текст джерелаSurya Prakash, Nikhil Potu, and Kenn Oldham. "Modeling Large Deformation Impact Dynamics for Legged Microrobot Locomotion: A Preliminary Formulation." In ASME 2018 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/detc2018-85923.
Повний текст джерелаBakalis, Konstantinos, Dimitrios Vamvatsikos, and Michalis Fragiadakis. "Seismic Fragility Assessment of Steel Liquid Storage Tanks." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45370.
Повний текст джерелаЗвіти організацій з теми "Ground motion scenario"
Paul, C., and J. F. Cassidy. Seismic hazard investigations at select DND facilities in Southwestern British Columbia: subduction, in-slab, and crustal scenarios. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/331199.
Повний текст джерела