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Relevant bibliographies by topics / Earthquake dynamics

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Academic literature on the topic 'Earthquake dynamics'

Author: Grafiati

Published: 10 March 2023

Last updated: 25 July 2025

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Journal articles on the topic "Earthquake dynamics"

1

Gabriel, Alice-Agnes, Thomas Ulrich, Mathilde Marchandon, James Biemiller, and John Rekoske. "3D Dynamic Rupture Modeling of the 6 February 2023, Kahramanmaraş, Turkey Mw 7.8 and 7.7 Earthquake Doublet Using Early Observations." Seismic Record 3, no. 4 (2023): 342–56. http://dx.doi.org/10.1785/0320230028.

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Abstract The 2023 Turkey earthquake sequence involved unexpected ruptures across numerous fault segments. We present 3D dynamic rupture simulations to illuminate the complex dynamics of the earthquake doublet. Our models are constrained by observations available within days of the sequence and deliver timely, mechanically consistent explanations of the unforeseen rupture paths, diverse rupture speeds, multiple slip episodes, heterogeneous fault offsets, locally strong shaking, and fault system interactions. Our simulations link both earthquakes, matching geodetic and seismic observations and r

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Lin, Yu Sen, Li Hua Xin, and Min Xiang. "Parameters Analysis of Train Running Performance on High-Speed Bridge during Earthquake." Advanced Materials Research 163-167 (December 2010): 4457–63. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4457.

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A model of coupled vehicle-bridge system excited by earthquake and irregular track is established for studying train running performance on high-speed bridge during earthquake, by the methods of bridge structure dynamics and vehicle dynamics. The results indicate that under Qian’an earthquake waves vehicle dynamical responses hardly vary with the increasing-height pier, but vehicle dynamical responses increase evidently while the height of pier is 18m, which the natural vibration frequency is approaching to dominant frequency of earthquake waves. Dynamic responses are linearly increasing with

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3

Tiwari, Ram Krishna, and Harihar Paudyal. "Spatial mapping of b-value and fractal dimension prior to November 8, 2022 Doti Earthquake, Nepal." PLOS ONE 18, no. 8 (2023): e0289673. http://dx.doi.org/10.1371/journal.pone.0289673.

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An earthquake of magnitude 5.6 mb (6.6 ML) hit western Nepal (Doti region) in the wee hours of wednesday morning local time (2:12 AM, 2022.11.08) killing at least six people. Gutenberg-Richter b-value of earthquake distribution and correlation fractal dimension (D2) are estimated for 493 earthquakes with magnitude of completeness 3.6 prior to this earthquake. We consider earthquakes in western Nepal Himalaya and adjoining region (80.0–83.5°E and 27.3–30.5°N) for the period of 1964 to 2022 for the analysis. The b-value 0.68±0.03 implies a high stress zone and the spatial correlation dimension 1

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Ventura, Carlos E., W. D. Liam Finn, and Norman D. Schuster. "Seismic response of instrumented structures during the 1994 Northridge, California, earthquake." Canadian Journal of Civil Engineering 22, no. 2 (1995): 316–37. http://dx.doi.org/10.1139/l95-045.

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This paper presents an overview of strong motion records obtained from instrumented structures during the 1994 Northridge earthquake. It describes the behaviour of buildings, bridges, and dams that have been instrumented by the major strong motion instrumentation networks operating in California and highlights important features of the most significant structural motions recorded during the earthquake. The structural damage observed during a reconnaissance visit to the affected areas by the earthquake is correlated with preliminary analyses of the recorded motions. Detailed discussions of the

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Delorey, Andrew A., Kevin Chao, Kazushige Obara, and Paul A. Johnson. "Cascading elastic perturbation in Japan due to the 2012 Mw 8.6 Indian Ocean earthquake." Science Advances 1, no. 9 (2015): e1500468. http://dx.doi.org/10.1126/sciadv.1500468.

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Since the discovery of extensive earthquake triggering occurring in response to the 1992 Mw (moment magnitude) 7.3 Landers earthquake, it is now well established that seismic waves from earthquakes can trigger other earthquakes, tremor, slow slip, and pore pressure changes. Our contention is that earthquake triggering is one manifestation of a more widespread elastic disturbance that reveals information about Earth’s stress state. Earth’s stress state is central to our understanding of both natural and anthropogenic-induced crustal processes. We show that seismic waves from distant earthquakes

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Wu, Gongcheng, Kanghua Zhang, Chonglang Wang, and Xing Li. "Nucleation Mechanism and Rupture Dynamics of Laboratory Earthquakes at Different Loading Rates." Applied Sciences 13, no. 22 (2023): 12243. http://dx.doi.org/10.3390/app132212243.

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The loading rate of tectonic stress is not constant during long-term geotectonic activity and significantly affects the earthquake nucleation and fault rupture process. However, the mechanism underlying the loading rate effect is still unclear. In this study, we conducted a series of experiments to explore the effect of the loading rate on earthquake nucleation and stick–slip characteristics. Through lab experiments, faults were biaxially loaded at varying rates to produce a series of earthquakes (stick–slip events). Both shear strain and fault displacement were monitored during these events.

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Sobolev, G. A. "Seismicity dynamics and earthquake predictability." Natural Hazards and Earth System Sciences 11, no. 2 (2011): 445–58. http://dx.doi.org/10.5194/nhess-11-445-2011.

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Abstract. Many factors complicate earthquake sequences, including the heterogeneity and self-similarity of the geological medium, the hierarchical structure of faults and stresses, and small-scale variations in the stresses from different sources. A seismic process is a type of nonlinear dissipative system demonstrating opposing trends towards order and chaos. Transitions from equilibrium to unstable equilibrium and local dynamic instability appear when there is an inflow of energy; reverse transitions appear when energy is dissipating. Several metastable areas of a different scale exist in th

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Ramos, Marlon D., Prithvi Thakur, Yihe Huang, Ruth A. Harris, and Kenny J. Ryan. "Working with Dynamic Earthquake Rupture Models: A Practical Guide." Seismological Research Letters 93, no. 4 (2022): 2096–110. http://dx.doi.org/10.1785/0220220022.

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Abstract Dynamic rupture models are physics-based simulations that couple fracture mechanics to wave propagation and are used to explain specific earthquake observations or to generate a suite of predictions to understand the influence of frictional, geometrical, stress, and material parameters. These simulations can model single earthquakes or multiple earthquake cycles. The objective of this article is to provide a self-contained and practical guide for students starting in the field of earthquake dynamics. Senior researchers who are interested in learning the first-order constraints and gen

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Jiménez, A., K. F. Tiampo, and A. M. Posadas. "An Ising model for earthquake dynamics." Nonlinear Processes in Geophysics 14, no. 1 (2007): 5–15. http://dx.doi.org/10.5194/npg-14-5-2007.

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Abstract. This paper focuses on extracting the information contained in seismic space-time patterns and their dynamics. The Greek catalog recorded from 1901 to 1999 is analyzed. An Ising Cellular Automata representation technique is developed to reconstruct the history of these patterns. We find that there is strong correlation in the region, and that small earthquakes are very important to the stress transfers. Finally, it is demonstrated that this approach is useful for seismic hazard assessment and intermediate-range earthquake forecasting.

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Charpentier, Arthur, and Marilou Durand. "Modeling earthquake dynamics." Journal of Seismology 19, no. 3 (2015): 721–39. http://dx.doi.org/10.1007/s10950-015-9489-9.

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Dissertations / Theses on the topic "Earthquake dynamics"

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Xia, Kaiwen Rosakis Ares J. "Laboratory investigations of earthquake dynamics /." Diss., Pasadena, Calif. : California Institute of Technology, 2005. http://resolver.caltech.edu/CaltechETD:etd-02262005-161824.

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Grzemba, Birthe [Verfasser]. "Predictability of Elementary Models for Earthquake Dynamics / Birthe Grzemba." Berlin : epubli GmbH, 2014. http://d-nb.info/1063227674/34.

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Abercrombie, Rachel E. "Earthquake rupture dynamics and neotectonics in the Aegean region." Thesis, University of Cambridge, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290297.

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Bruun, Karianne. "Structural Dynamics of Subsea Structures in Earthquake Prone Regions." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-24328.

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Med utviklingen som har funnet sted innenfor den norske oljebransjen de siste årene har både teknologien og utfordringene blitt mer komplekse. Subsea-operasjoner har blitt mer vanlig og gir utslag i at det på havbunnen i mange felt er sammenkoblede systemer av konstruksjoner. I relasjon til seismisk aktivitet reises da spørsmålet om disse systemene med brønner, rør og andre konstruksjoner kan tåle å bli utsatt for et jordskjelv av en viss størrelse. For å ta et steg i retningen av å besvare dette spørsmålet, dreier denne hov

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Stojanova, Menka. "Non-trivial aftershock properties in subcritical fracture and in earthquake dynamics." Thesis, Lyon 1, 2015. http://www.theses.fr/2015LYO10201.

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Pas de résumé<br>This thesis consists in two separate parts: one on subcritical fracture experiments, and another one on earthquake statistics. The dynamics of these processes was mainly studied through their scale invariant dynamics, reflected in power law distri- butions of event sizes and times between events. The analyses focuses particularly on the variation of their exponent values and the origins of these variations. Subcritical fracture was studied by two experimental set-ups: creep experiments on paper, and constant-strain fracture of fibre bundles. Paper fracture has been studied in

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Castle, John C. "Imaging mid-mantle discontinuities : implications for mantle chemistry, dynamics, rheology, and deep earthquakes /." Thesis, Connect to this title online; UW restricted, 1998. http://hdl.handle.net/1773/6809.

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Doherty, Kevin Thomas. "An investigation of the weak links in the seismic load path of unreinforced masonary buildings /." Title page, table of contents and abstract only, 2000. http://web4.library.adelaide.edu.au/theses/09PH/09phd655.pdf.

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Nieto, Ferro Alex. "Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering." Phd thesis, Ecole Centrale Paris, 2013. http://tel.archives-ouvertes.fr/tel-00944139.

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The present work addresses a computational methodology to solve dynamic problems coupling time and Laplace domain discretizations within a domain decomposition approach. In particular, the proposed methodology aims at meeting the industrial need of performing more accurate seismic risk assessments by accounting for three-dimensional dynamic soil-structure interaction (DSSI) in nonlinear analysis. Two subdomains are considered in this problem. On the one hand, the linear and unbounded domain of soil which is modelled by an impedance operator computed in the Laplace domain using a Boundary Eleme

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Nieto, ferro Alex. "Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering." Thesis, Châtenay-Malabry, Ecole centrale de Paris, 2013. http://www.theses.fr/2013ECAP0006/document.

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Ce travail détaille une approche de calcul pour la résolution de problèmes dynamiques qui combinent des discrétisations en temps et dans le domaine de Laplace reposant sur une technique de sous-structuration. En particulier, la méthode développée cherche à remplir le besoin industriel de réaliser des calculs dynamiques tridimensionnels pour le risque sismique en prenant en compte des effets non-linéaires d'interaction sol-structure (ISS). Deux sous-domaines sont considérés dans ce problème. D'une part, le domaine de sol linéaire et non-borné qui est modélisé par une impédance de bord discrétis

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Purssell, Tanis Jane. "Modulus reduction dynamic analysis." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25136.

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A semi-analytical method of dynamic analysis, capable of predicting both the magnitude and pattern of earthquake induced deformations, is presented. The analysis is based on a modulus reduction approach which uses a reduced modulus to simulate the softening induced in soils during cyclic loading. The effects of the inertia forces developed during dynamic loading on the induced deformations are also included through an appropriate selection of the reduced modulus. The reduced modulus is utilized in a static stress-strain analysis to predict the magnitude and pattern of the deformations induced

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Books on the topic "Earthquake dynamics"

1

S, Cakmak A., Brebbia C. A, and International Conference on Soil Dynamics and Earthquake Engineering (6th : 1993 : Bath, England), eds. Soil dynamics and earthquake engineering VI. Computational Mechanics Publications, 1992.

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Adimoolam, Boominathan, and Subhadeep Banerjee, eds. Soil Dynamics and Earthquake Geotechnical Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-0562-7.

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Universität Karlsruhe. Institut für Bodenmechanik und Felsmechanik. and Deutsche Forschungsgemeinschaft, eds. Soil dynamics and earthquake engineering V. Computational Mechanics Publications, 1991.

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International Conference on Soil Dynamics and Earthquake Engineering (7th 1995 Crete, Greece). Soil dynamics and earthquake engineering VII. Edited by Cakmak A. S and Brebbia C. A. Computational Mechanics Publications, 1995.

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5

Manolis, G. D. Stochastic structural dynamics in earthquake engineering. WITPress, 2001.

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6

Manolis, Papadrakakis, ed. Computational structural dynamics and earthquake engineering. CRC Press, 2009.

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7

Kumar, Kamlesh. Basic geotechnical earthquake engineering. New Age International (P) Ltd., Publishers, 2008.

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8

Muthukkumaran, Kasinathan, R. Ayothiraman, and Sreevalsa Kolathayar, eds. Soil Dynamics, Earthquake and Computational Geotechnical Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6998-0.

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9

Eiichi, Fukuyama, and ScienceDirect (Online service), eds. Fault-Zone properties and earthquake rupture dynamics. Academic Press, 2009.

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Armouti, Nazzal S. Earthquake engineering: Theory and implementation. 2nd ed. International Code Council, 2008.

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Book chapters on the topic "Earthquake dynamics"

1

Pradlwarter, H. J., G. I. Schuëller, and R. J. Scherer. "Earthquake Loading." In Structural Dynamics. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-88298-2_3.

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Bangash, M. Y. H. "Basic Structural Dynamics." In Earthquake Resistant Buildings. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-540-93818-7_3.

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Çamlibel, N. "Historical earthquake damages in Istanbul." In Structural Dynamics. Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-62.

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Strømmen, Einar N. "Dynamic Response to Earthquake Excitation." In Structural Dynamics. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-54211-4_8.

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Chandrasekaran, Srinivasan, Giorgio Serino, and Mariacristina Spizzuoco. "Structural Dynamics." In Earthquake Engineering and Structural Control. CRC Press, 2024. http://dx.doi.org/10.1201/9781003542018-3.

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Cimellaro, Gian Paolo, and Sebastiano Marasco. "Earthquake Prediction." In Introduction to Dynamics of Structures and Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72541-3_11.

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Chandrasekaran, Srinivasan, Giorgio Serino, and Mariacristina Spizzuoco. "Experimental Structural Dynamics." In Earthquake Engineering and Structural Control. CRC Press, 2024. http://dx.doi.org/10.1201/9781003542018-4.

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Fischer, F. D., F. G. Rammerstorferf, and K. Scharf. "Earthquake Resistant Design of Anchored and Unanchored Liquid Storage Tanks Under Three-Dimensional Earthquake Excitation." In Structural Dynamics. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-88298-2_14.

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M∅rk, K. J., and S. R. K. Nielsen. "Reliability of soil sublayers under earthquake excitation." In Structural Dynamics. Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-34.

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Anagnostopoulos, S. A., and K. V. Spiliopoulos. "Analysis of building pounding due to earthquake." In Structural Dynamics. Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-69.

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Conference papers on the topic "Earthquake dynamics"

1

Tiwari, Ayushi, and Ellen M. Rathje. "Engineering Characteristics of Earthquake Motions from the Pawnee and Cushing Earthquakes in Oklahoma." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481462.037.

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Prakash, Shamsher, and Vijay K. Puri. "Piles under Earthquake Loads." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)143.

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Nikolaou, Sissy, Rallis Kourkoulis, and Guillermo Diaz-Fanas. "Earthquake-Resilient Infrastructure: The Missing Link." In Geotechnical Earthquake Engineering and Soil Dynamics V. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481462.008.

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Guan, Xiaoyu, Gopal Madabhushi, and Mark Talesnick. "MEASUREMENT OF SOIL STRAINS UNDER EARTHQUAKE LOADING." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9272.20080.

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Terzi, Vasiliki, and Asimina Athanatopoulou. "ELASTIC AXIS OF BUILDINGS UNDER EARTHQUAKE EXCITATION." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9367.19266.

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Yang, J., and X. R. Yan. "Site Response to Vertical Earthquake Motion." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)23.

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Klikushin, Yu N., V. Yu Kobenko, K. T. Koshekov, O. M. Belosludtsev, and A. K. Koshekov. "Search of the operational earthquake precursors on the basis of the identification measurements of the seismographic records." In 2016 Dynamics of Systems, Mechanisms and Machines (Dynamics). IEEE, 2016. http://dx.doi.org/10.1109/dynamics.2016.7819026.

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GATTANI, SANJAY. "Optimal Design of Earthquake-Resistant Building Structures." In 31st Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-1094.

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Orense, Rolando P., Masayuki Hyodo, Norimasa Yoshimoto, and Junya Ohashi. "Earthquake-Induced Deformations of Partially Saturated Embankments." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)174.

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Ansal, Atilla, Asli Kurtulus, and Gökce Tönük. "Earthquake Loss Estimation Tool for Urban Areas." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)34.

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Reports on the topic "Earthquake dynamics"

1

Pitarka, Arben, Atsundo Mampo, and H. Kawase. Collaborative study on "Earthquake Ground Motion Simulation Using Rupture Dynamics". Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1438604.

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Pitarka, Arben, Jikai Sun, and Hiroshi Kawase. Collaborative study on Earthquake Ground Motion Simulation Using Rupture Dynamics. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1512610.

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Mosalam, Khalid, Issac Pang, and Selim Gunay. Towards Deep Learning-Based Structural Response Prediction and Ground Motion Reconstruction. Pacific Earthquake Engineering Research Center, 2025. https://doi.org/10.55461/ipos1888.

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This research presents a novel methodology that uses Temporal Convolutional Networks (TCNs), a state-of-the-art deep learning architecture, for predicting the time history of structural responses to seismic events. By leveraging accelerometer data from instrumented buildings, the proposed approach complements traditional structural analysis models, offering a computationally efficient alternative to nonlinear time history analysis. The methodology is validated across a broad spectrum of structural scenarios, including buildings with pronounced higher-mode effects and those exhibiting both line

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Lai, Chin-Ta, and Joel Conte. Dynamic Modeling of the UC San Diego NHERI Six-Degree-of-Freedom Large High-Performance Outdoor Shake Table. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/jsds5228.

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The UC San Diego Large High-Performance Outdoor Shake Table (LHPOST), which was commissioned on October 1, 2004 as a shared-use experimental facility of the National Science Foundation (NSF) Network for Earthquake Engineering Simulation (NEES) program, was upgraded from its original one degree-of-freedom (LHPOST) to a six degree-of-freedom configuration (LHPOST6) between October 2019 and April 2022. The LHPOST6 is a shared-use experimental facility of the NSF Natural Hazard Engineering Research Infrastructure (NHERI) program. A mechanics-based numerical model of the LHPOST6 able to capture the

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Bak, P., and K. Chen. Fractal dynamics of earthquakes. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/80934.

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Nasr, Jonathan. DEVELOPMENT OF A DESIGN GUIDELINE FOR BRIDGE PILE FOUNDATIONS SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2016-ssmc-1.

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Effective-stress nonlinear dynamic analyses (NDA) were performed for piles in liquefiable sloped ground to assess how inertia and liquefaction-induced lateral spreading combine in long-duration vs. short-duration earthquakes. A parametric study was performed using input motions from subduction and crustal earthquakes covering a wide range of earthquake durations. The NDA results were used to evaluate the accuracy of the equivalent static analysis (ESA) recommended by Caltrans/ODOT for estimating pile demands. Finally, the NDA results were used to develop new ESA methods to combine inertial and

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Virtucio, Michael, Barbaros Cetiner, Bingyu Zhao, Kenichi Soga, and Erturgul Taciroglu. A Granular Framework for Modeling the Capacity Loss and Recovery of Regional Transportation Networks under Seismic Hazards: A Case Study on the Port of Los Angeles. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/hxhg3206.

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Earthquakes, being both unpredictable and potentially destructive, pose great risks to critical infrastructure systems like transportation. It becomes crucial, therefore, to have both a fine-grained and holistic understanding of how the current state of a transportation system would fare during hypothetical hazard scenarios. This paper introduces a synthesis approach to assessing the impacts of earthquakes by coupling an image-based structure-and-site-specific bridge fragility generation methodology with regional-scale traffic simulations and economic loss prediction models. The proposed appro

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Pitarka, Arben. Rupture Dynamics Simulations for Shallow Crustal Earthquakes. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1499970.

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Wang, Ziqi, and Jungho Kim. The 21st Working Conference of the IFIP Working Group 7.5 on Reliability and Optimization of Structural Systems (IFIP WG7.5 2024). Pacific Earthquake Engineering Research Center, 2024. https://doi.org/10.55461/vvll8567.

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These are the proceedings of the twenty-first working conference of the International Federation of Information Processing (IFIP) Working Group 7.5 on Reliability and Optimization of Structural Systems, which took place at the University of California, Berkeley, USA, on August 19–21, 2024. This volume contains 15 selected papers from the 20 presentations delivered at the conference. The conference was supported by Pacific Earthquake Engineering Research (PEER) Center, and by the University of California, Berkeley, which provided outstanding facilities in the conference venue and remarkable log

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Pitarka, A. Testing Dynamic Earthquake Rupture Models Generated With Stochastic Stress Drop. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1490953.

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