Littérature scientifique sur le sujet « SEISMIC LOADINGS »
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Articles de revues sur le sujet "SEISMIC LOADINGS"
Apostolopoulos, Charis, Argyro Drakakaki et Maria Basdeki. « Seismic assessment of RC column under seismic loads ». International Journal of Structural Integrity 10, no 1 (4 février 2019) : 41–54. http://dx.doi.org/10.1108/ijsi-02-2018-0013.
Texte intégralPham, Vi Van, Anh Ngoc Do, Hung Trong Vo, Daniel Dias ., Thanh Chi Nguyen et Do Xuan Hoi. « Effect of soil Young’s modulus on Sub-rectangular tunnels behavior under quasi-static loadings ». Journal of Mining and Earth Sciences 63, no 3a (31 juillet 2022) : 10–21. http://dx.doi.org/10.46326/jmes.2022.63(3a).02.
Texte intégralAl Azem, Raneem, Wael Elleithy, Teck Leong Lau et Mohammed Parvez Anwar. « Parametric study of tensegrity structures under seismic loading ». E3S Web of Conferences 347 (2022) : 03016. http://dx.doi.org/10.1051/e3sconf/202234703016.
Texte intégralZhang, Kun, Hui Li, Zhong Dong Duan et Siu Seong Law. « Identification of Multi-Axial Seismic Loadings from Several Structural Dynamic Responses ». Applied Mechanics and Materials 204-208 (octobre 2012) : 2483–87. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2483.
Texte intégralMatuschka, T., K. R. Berryman, A. J. O'Leary, G. H. McVerry, W. M. Mulholland et R. I. Skinner. « New Zealand seismic hazard analysis ». Bulletin of the New Zealand Society for Earthquake Engineering 18, no 4 (31 décembre 1985) : 313–22. http://dx.doi.org/10.5459/bnzsee.18.4.313-322.
Texte intégralHutchinson, G., J. Wilson, L. Pham, I. Billings, R. Jury et A. King. « Developing a common Australasian Earthquake Loading Standard ». Bulletin of the New Zealand Society for Earthquake Engineering 28, no 4 (31 décembre 1995) : 288–93. http://dx.doi.org/10.5459/bnzsee.28.4.288-293.
Texte intégralCalvi, G. Michele, Gregory R. Kingsley et Guido Magenes. « Testing of Masonry Structures for Seismic Assessment ». Earthquake Spectra 12, no 1 (février 1996) : 145–62. http://dx.doi.org/10.1193/1.1585872.
Texte intégralZhang, Jian, Guo-Kai Yuan, Songye Zhu, Quan Gu, Shitang Ke et Jinghua Lin. « Seismic Analysis of 10 MW Offshore Wind Turbine with Large-Diameter Monopile in Consideration of Seabed Liquefaction ». Energies 15, no 7 (30 mars 2022) : 2539. http://dx.doi.org/10.3390/en15072539.
Texte intégralYuksel, Tugce, Yalcin Yuksel, Busra Basaran et Esin Cevik. « DETERMINATION OF CROSS SECTIONS FOR GRAVITY TYPE QUAY WALLS ». Coastal Engineering Proceedings, no 35 (23 juin 2017) : 5. http://dx.doi.org/10.9753/icce.v35.structures.5.
Texte intégralBehr, Richard A., et Abdeldjelil Belarbi. « Seismic Test Methods for Architectural Glazing Systems ». Earthquake Spectra 12, no 1 (février 1996) : 129–43. http://dx.doi.org/10.1193/1.1585871.
Texte intégralThèses sur le sujet "SEISMIC LOADINGS"
Sahoo, Pragyan Pradatta. « Analytical and numerical investigations of soil slopes subjected to seismic loadings ». Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2260.
Texte intégralSullins, Eric James. « Analysis of radio communication towers subjected to wind, ice and seismic loadings ». Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4561.
Texte intégralThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (February 23, 2006) Includes bibliographical references.
Zahid, Muhammad. « Active earth pressure from c-Ø soil subjected to surcharge and seismic loadings ». Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2010. https://ro.ecu.edu.au/theses/1823.
Texte intégralSoelarso, Soelarso. « On the finite element analysis and design of the spider net system footing (SNSF) considering static and seismic loadings ». Thesis, Compiègne, 2021. https://bibliotheque.utc.fr/Default/doc/SYRACUSE/2021COMP2656.
Texte intégralThis thesis is devoted to a thorough understanding of the mechanical behavior of shallow foundations of buildings built on relatively soft soils, based on three-dimensional finite element numerical modelling. The shallow foundations involved allow the diffusion and transfer of loads, as for "spider webs" or "chicken feet". They are frequently used in Indonesia and called Spider Net System Footing (SNSF). These types of foundations are suitable for soft soils but also resistant under earthquake actions. They have little been studied from a scientific point of view. The finite element modeling approach in three-dimensional elasticity is well suited to take into account the couplings of the foundation with the upper structure and with the supporting soil. After validation of our finite element models by comparing our results with existing numerical and experimental ones, we propose two types of analyses based on geometric, mechanical and material data extracted from of a recent construction on the island of Java, Province of Banten. The first type of analyses allows fine relevant modelling of the static behavior of a foundation cell with two columns, subjected to vertical gravity loads. The second type of modelling makes it possible to estimate the frequencies of free vibrations and to study the behavior of a representative foundation cell subjected to seismic actions, under equivalent lateral loads via the Elastic Response Spectrum Approach. The present work includes not only detailed analyses with existing data but also a design proposal for future projects. Special attention is also paid to the role of the foundation and the supporting soil on the axial rigidity, vibration frequencies and bending stiffness. Almost all finite element analyses have been done using the Hyperworks software from Altair (Hypermesh, Optistruct)
Susila, Gede Adi. « Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia ». Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html.
Texte intégralFIERRO, Tony. « Implementation and use of advanced constitutive models in numerical codes for the evaluation of the soil response under seismic loadings ». Doctoral thesis, Università degli studi del Molise, 2022. https://hdl.handle.net/11695/115267.
Texte intégralThe prediction of soil behaviour when seismic loads are applied is a challenging task to be achieved in Geotechnical Earthquake Engineering. However, when dynamic loadings are involved, low-to-high strain levels are reached. In this context, a key role is played by the numerical modelling, and different features are required to make it reliable: the soil should be modelled exploiting a solid constitutive framework, a widely tested software platform should be adopted, and the geometry of the problem under analysis should be correctly defined. On these premises, the thesis focuses on the implementation and use of advanced constitutive models in an open-source numerical platform, namely OpenSees, to show their applicability to practical cases. Different scenarios mobilizing small-to-high strain levels are considered and an increasing complexity of the geometry of the problem is analyzed. Firstly, the most adopted constitutive models able to simulate granular soils behaviour under undrained conditions are reviewed; here, it emerged that SANISAND and PM4SAND only are available in OpenSees, while the NTUASand02 model has never been implemented in a finite element code to perform fully-coupled site response analysis. For this reason, the model has been added to the OpenSees framework, and the whole procedure to implement and validate the implementation is shown in detail. Drained and undrained, monotonic and cyclic, triaxial and direct simple shear tests have been performed to compare the elemental response obtained in OpenSees to that resulting from the original implementation. Furthermore, different integration schemes have been tested and the modulus reduction curve of Nevada sand has been simulated. Then, the three constitutive models (SANISAND, PM4SAND, NTUASand02) have been tested in the simulation of the response of a 20-m thick column of Nevada sand. The comparison between the resulting responses has revealed satisfactory, especially under drained conditions and under undrained conditions at low-strain levels. When the shaking amplitude increases, soil liquefaction strongly affects the responses. Then, two free-field centrifuge tests performed in the framework of LIQUEFACT project on Ticino Sand has been simulated. The centerline of the centrifuge box has been modelled at the prototype scale and the soil non-linearity has been accounted for using PM4SAND. The results of the simulations highlighted that the acceleration time-series are correctly reproduced, while the excess pore water pressure time series are overestimated. Finally, the paradigmatic case of the San Giuliano di Puglia basin is modelled exploiting the valuable computational capabilities of the single processor parallel interpreter OpenSeesSP on the DesignSafe-CI. In particular, in 2002, the Molise Earthquake caused the death of 27 children and a teacher in the newly built area of the town, while the historical core experienced limited damage. For this reason, the whole valley has been modelled in OpenSeesSP exploiting the most recent geotechnical data and the monitoring system installed in the town has been used as benchmark to validate the numerical model. The soil behaviour is modelled using the pressure-independent multi-yield constitutive model. Generally, a good agreement has been highlighted in the time domain by comparing recorded and simulated data, while the amplification factor profile is consistent to the damage distribution observed after the 2002 earthquake.
Thiemann, Zachary John-William. « Pretest 3-D finite element analysis of the girder-to-cap-beam connection of an inverted-tee cap beam designed for seismic loadings ». [Ames, Iowa : Iowa State University], 2009. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1473267.
Texte intégralForsgren, Erik, et Isak Berneheim. « Behavior of Swedish Concrete Buttress Dams at Sesmic Loading ». Thesis, KTH, Betongbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189237.
Texte intégralSyftet med denna uppsats är att analysera effekten på svenska betonglamelldammar i det fall de utsätts för en jordbävning av relevant magnitud för Sverige. Svenska dammar har blivit utvärderade för ett stort antal lastfall, dock ej för jordbävningslaster. Det är därför inte känt hur svenska betonglamelldammar uppträder under sådana laster. Jordbävningsdimensionering tillämpas endast marginellt i Sverige eftersom det föreligger låg risk för kraftfulla jordbävningar. Faktum är att en zonindelningskarta över jordbävningsrisk för byggnadsdimensionering inte ens existerar i Sverige. Därför dedikeras en del av uppsatsen till att hitta data från alternativa källor för seismisk utvärdering. Effekten av jordbävningar på svenska betonglamelldammar analyseras genom fallstudier. Dessa är genomförda baserat på numerisk analys med det kommersiella finita element programmet Brigade Plus. Analyserna är baserade på två utvalda betonglamelldammodeller som valdes genom en inventering av svenska betonglamelldammar. I fallstudien utvärderas dammarna för en Säkerhet Utvärderings Jordbävning (SUJ), denna motsvaras av 10 000 års återkomsttid. Vid en SUJ relateras den Maximala Mark Accelerationen (MAA) även till det geografiska läget av en damm. Ytterlighetsvärdena av tillgänglig MMA värden i Sverige användes i fallstudien för att täcka in hela spektrumet. Effekten av det lägsta MMA värdet på dammarna är obetydlig och dammarna kan anses i stort sett opåverkade. Det högsta värdet av MMA indikerar dock att dammarnas betong utsätts för stor uppsprickning och att kapaciteten av armeringen överskrids. Det kan därmed fastslås att det geografiska läget av en damm har stort inflytande över vilken effekt som kan förväntas vid en jordbävning
Nicknam, Ahmad. « Non-linear analysis of reinforced concrete structures subjected to transient forces ». Thesis, Heriot-Watt University, 1994. http://hdl.handle.net/10399/1432.
Texte intégralDow, Ryan A. (Ryan Andrew) 1977. « Performance of glass panels under seismic loading ». Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84274.
Texte intégralLivres sur le sujet "SEISMIC LOADINGS"
Pressure Vessels and Piping Conference (1989 Honolulu, Hawaii). Application of modal analysis techniques to seismic and dynamic loadings : Presented at the 1989 ASME Pressure Vessels and Piping Conference--JSME co-sponsorship, Honolulu, Hawaii, July 23-27, 1989. New York, N.Y : American Society of Mechanical Engineers, 1989.
Trouver le texte intégralSen, Tapan K. Fundamentals of Seismic Loading on Structures. Chichester, UK : John Wiley & Sons, Ltd, 2009. http://dx.doi.org/10.1002/9780470742341.
Texte intégralSen, Tapan K. Fundamentals of seismic loading on structures. Chichester, West Sussex, U.K : Wiley, 2009.
Trouver le texte intégralBlack, Cameron J. Viscous heating of fluid dampers under wind and seismic loading : Experimental studies, mathematical modeling and design formulae. Berkeley : Dept. of Civil and Environmental Engineering, University of California, 2005.
Trouver le texte intégralBlack, Cameron J. Viscous heating of fluid dampers under wind and seismic loading : Experimental studies, mathematical modeling and design formulae. Berkeley : Dept. of Civil and Environmental Engineering, University of California, 2005.
Trouver le texte intégralBlack, Cameron J. Viscous heating of fluid dampers under wind and seismic loading : Experimental studies, mathematical modeling and design formulae. Berkeley : Dept. of Civil and Environmental Engineering, University of California, 2005.
Trouver le texte intégralY, Cheng Franklin, et American Society of Civil Engineers. Structural Division., dir. Stability under seismic loading : Proceedings of a session at Structures Congress '86. New York, NY : American Society of Civil Engineers, 1986.
Trouver le texte intégralR, Bergmann, et Comité international pour l'étude et le développement de la construction tubulaire, dir. Design guide for concrete filled hollow section columns under static and seismic loading. Köln : TÜV Rheinland, 1995.
Trouver le texte intégralTzenov, Ludmil. Seismic resistant design of irregular structures : Generalised method for determination of design seismic loading = Düzensiz yapıların deprem yüklerine göre hesabı : deprem yüklerinin belirlenmesi için genelleştirilmiş metod. Maslak, İstanbul : Turkish Earthquake Foundation, 2001.
Trouver le texte intégralbéton, Comité euro-international du, dir. RC frames under earthquake loading : State of the art report. London, UK : T. Telford, 1996.
Trouver le texte intégralChapitres de livres sur le sujet "SEISMIC LOADINGS"
Calado, L., J. M. Proença, L. Simões da Silva et Paulo J. S. Cruz. « Composite frames with under dynamic loadings : Numerical and experimental analysis ». Dans Behaviour of Steel Structures in Seismic Areas, 463–70. London : CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-64.
Texte intégralChen, Zhexian, Wenfu He, Sen Yang, Cheng Chang et Min Ji. « Seismic Performance of a Precast Hollow Insulated Shear Wall ». Dans Lecture Notes in Civil Engineering, 430–39. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_39.
Texte intégralO’Carroll, M. J. « Seismic Vibrational Loadings Induced by Rocking of Free-Standing Bodies ». Dans Industrial Vibration Modelling, 179–82. Dordrecht : Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-4480-0_12.
Texte intégralGaudio, Domenico, Luca Masini et Sebastiano Rampello. « A Procedure to Design Geosynthetic-Reinforced Earth-Retaining Walls Under Seismic Loadings ». Dans Challenges and Innovations in Geomechanics, 300–308. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-64518-2_36.
Texte intégralMorris, Gareth, Mark Browne, Kirsti Murahidy et Mike Jacka. « Christchurch Town Hall Complex : Post-Earthquake Ground Improvement, Structural Repair, and Seismic Retrofit ». Dans Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 145–72. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.145.
Texte intégralZainab, N. A. N., A. M. Andrew, S. Ragunathan, A. S. N. Amirah, W. H. Tan, W. Faridah et C. C. Mah. « Performance of Concrete Gravity Dam with Different Height of Dam and Water Level Under Seismic Loadings ». Dans Lecture Notes in Mechanical Engineering, 661–72. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0866-7_56.
Texte intégralEkbote, Anupkumar G., et Lohitkumar Nainegali. « Influence of Different Seismic Loadings on the Closely Spaced Interfering Footings Embedded in Cohesionless Foundation Medium ». Dans Lecture Notes in Civil Engineering, 65–73. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_6.
Texte intégralBenavent-Climent, Amadeo, David Escolano-Margarit et Leandro Morillas. « Energy Dissipation Capacity of RC Columns Subjected to Dynamic Biaxial Seismic Loadings on a Shake Table ». Dans Lecture Notes in Civil Engineering, 29–45. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73932-4_3.
Texte intégralHinzen, Klaus-G. « Seismic Loading ». Dans Structural Dynamics with Applications in Earthquake and Wind Engineering, 97–151. Berlin, Heidelberg : Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-57550-5_2.
Texte intégralLu, Xilin, Dun Wang et Bin Zhao. « Experimental Study on Seismic Performance of Precast Concrete Shear Wall with Joint Connecting Beam Under Cyclic Loadings ». Dans Experimental Research in Earthquake Engineering, 373–86. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-10136-1_23.
Texte intégralActes de conférences sur le sujet "SEISMIC LOADINGS"
Park, J., et D. A. Reed. « Utility Performance for Seismic Loadings ». Dans Structures Congress 2004. Reston, VA : American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)92.
Texte intégralTegos, I., V. Panoskaltsis et S. Tegou. « ANALYSIS AND DESIGN OF STAIRCASES AGAINST SEISMIC LOADINGS ». Dans 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4736.c1745.
Texte intégralNotohardjono, Budy, Shawn Canfield et Richard Ecker. « Modeling of a Mainframe Server Frame Subjected to Seismic Loadings ». Dans ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97504.
Texte intégralHorne, Paul, Anthony Abu, Alessandro Palermo et Peter Moss. « Analytical modelling of controlled rocking connections in post- tensioned timber frames under combined seismic and gravity loading ». Dans IABSE Congress, Christchurch 2021 : Resilient technologies for sustainable infrastructure. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1230.
Texte intégralZhu, Desheng, Lei Xia, D. V. Griffiths et Gordon A. Fenton. « Effect of Pseudo-Seismic Loadings on Probabilistic Slope Stability ». Dans Geo-Risk 2023. Reston, VA : American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484999.003.
Texte intégralWang, Yong, Huanjun Jiang, Chen Wu, Zihui Xu et Zhiyuan Qin. « Experimental study on seismic performance of suspended ceiling components ». Dans IABSE Congress, Christchurch 2021 : Resilient technologies for sustainable infrastructure. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0496.
Texte intégralShibutani, Tadahiro, Izumi Nakamura et Akihito Otani. « Fatigue Damage Estimation in a Three-Dimensional Piping System Under Seismic Loadings ». Dans ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29059.
Texte intégralXu, J., C. Miller, C. Hofmayer et H. Graves. « Review of Practice for Deeply Embedded/Buried NPP Structures Subject to Seismic Loadings ». Dans 12th International Conference on Nuclear Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/icone12-49389.
Texte intégralAskouni, Paraskevi K., Dimitris L. Karabalis et Dimitri E. Beskos. « SSI EFFECTS ON R/C ONE-STOREY BUILDINGS UNDER SEISMIC LOADINGS ». Dans XI International Conference on Structural Dynamics. Athens : EASD, 2020. http://dx.doi.org/10.47964/1120.9370.19334.
Texte intégralMullapudi, T. Ravi S., et Ashraf Ayoub. « Seismic Analysis of Bridge Columns under Axial, Flexure, Shear, and Torsional Loadings ». Dans Structures Congress 2011. Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)23.
Texte intégralRapports d'organisations sur le sujet "SEISMIC LOADINGS"
Duan, F., et S. Bonabian. Numerical analises of reinforced underground openings subjected to seismic loadings. Office of Scientific and Technical Information (OSTI), février 1996. http://dx.doi.org/10.2172/201593.
Texte intégralKo, Yu-Fu, et Jessica Gonzalez. Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single-Column Pier-Supported Bridges Using Damage Indices. Mineta Transportation Institute, août 2023. http://dx.doi.org/10.31979/mti.2023.2241.
Texte intégralAsareh, M. A., et I. Prowell. Seismic Loading for FAST : May 2011 - August 2011. Office of Scientific and Technical Information (OSTI), août 2012. http://dx.doi.org/10.2172/1050131.
Texte intégralWang et Cheng. L52193 Guidelines on Tensile Strain Limits. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), avril 2004. http://dx.doi.org/10.55274/r0011134.
Texte intégralSampson, M. Seismic Loading for Short-Term Duration Exposures and Temporary Structures. Office of Scientific and Technical Information (OSTI), mars 2022. http://dx.doi.org/10.2172/1860669.
Texte intégralLin, L., et J. Adams. Lessons for the fragility of Canadian hydropower components under seismic loading. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2007. http://dx.doi.org/10.4095/223055.
Texte intégralZareian, Farzin, et Joel Lanning. Development of Testing Protocol for Cripple Wall Components (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/olpv6741.
Texte intégralGirrens, S. P., et C. R. Farrar. Experimental assessment of air permeability in a concrete shear wall subjected to simulated seismic loading. Office of Scientific and Technical Information (OSTI), juillet 1991. http://dx.doi.org/10.2172/5528280.
Texte intégralSchiller, Brandon, Tara Hutchinson et Kelly Cobeen. Cripple Wall Small-Component Test Program : Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/ldbn4070.
Texte intégralSchiller, Brandon, Tara Hutchinson et Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/iyca1674.
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