Literatura académica sobre el tema "Seismic Shaking"
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Artículos de revistas sobre el tema "Seismic Shaking"
Monastersky, Richard. "Shaking up Seismic Theory". Science News 141, n.º 9 (29 de febrero de 1992): 136. http://dx.doi.org/10.2307/3976199.
Texto completoNouchi, E., N. G. Wariyatno, A. L. Han y B. S. Gan. "Comfort-based Criteria for Evaluating Seismic Strengthening Performance of Building". IOP Conference Series: Earth and Environmental Science 1195, n.º 1 (1 de junio de 2023): 012002. http://dx.doi.org/10.1088/1755-1315/1195/1/012002.
Texto completoXianfeng, Ma, Wang Guobo, Wu Jun y Ji Qianqian. "Experimental Study on the Seismic Response of Subway Station in Soft Ground". Journal of Earthquake and Tsunami 11, n.º 05 (diciembre de 2017): 1750020. http://dx.doi.org/10.1142/s1793431117500208.
Texto completoHuang, Fu Yun, Zi Ming Fang y Jian Zhong Li. "Performance of Earthquake Simulation Three Bi-Axial Shaking Tables". Applied Mechanics and Materials 518 (febrero de 2014): 178–83. http://dx.doi.org/10.4028/www.scientific.net/amm.518.178.
Texto completoDai, Jian-Bo, Gui-Di Zhang, Cheng-Tao Hu y Kai-Kai Cheng. "Study on Synthesis Method of Multipoint Seismic Waves for Buried Oil and Gas Pipeline in Shaking Table Tests". Shock and Vibration 2021 (31 de julio de 2021): 1–8. http://dx.doi.org/10.1155/2021/4624871.
Texto completoMesri, Gholamreza, Marawan Shahien y Thierno Kane. "Seismically induced settlement of ground experiencing undrained shaking and laterally constrained compression". Canadian Geotechnical Journal 56, n.º 2 (febrero de 2019): 155–72. http://dx.doi.org/10.1139/cgj-2017-0419.
Texto completoBerril, J. B., R. O. Davis y I. F. McCahon. "Christchurch seismic hazard pilot study". Bulletin of the New Zealand Society for Earthquake Engineering 26, n.º 1 (31 de marzo de 1993): 14–27. http://dx.doi.org/10.5459/bnzsee.26.1.14-27.
Texto completoXiong, Wei, Ming Ren Yan y Yao Zhuang Li. "Geotechnical Seismic Isolation System - Further Experimental Study". Applied Mechanics and Materials 580-583 (julio de 2014): 1490–93. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1490.
Texto completoAkers, Stuart W. y Cary A. Mitchell. "Seismic Stress Effects on Reproductive Structures of Tomato, Potato, and Marigold". HortScience 20, n.º 4 (agosto de 1985): 684–86. http://dx.doi.org/10.21273/hortsci.20.4.684.
Texto completoTowhata, Ikuo, Md Jahangir Alam, Tsuyoshi Honda y Satoshi Tamate. "Model tests on behaviour of gravity-type quay walls subjected to strong shaking". Bulletin of the New Zealand Society for Earthquake Engineering 42, n.º 1 (31 de marzo de 2009): 47–56. http://dx.doi.org/10.5459/bnzsee.42.1.47-56.
Texto completoTesis sobre el tema "Seismic Shaking"
Manasseh, Mazen 1980. "A web-controllable shaking table for remote structural testing under seismic loading". Thesis, Massachusetts Institute of Technology, 2004. http://hdl.handle.net/1721.1/29382.
Texto completo"June 2004."
Includes bibliographical references (leaf 73).
The thesis presents a remotely accessible system for controlling a shaker table laboratory experiment. The Shake Table WebLab is implemented at MIT's Civil Engineering Department under the Microsoft-sponsored iLab initiative for the development of educationally-oriented virtual experiments. Facilitated accessibility, safe operation and expandability are essentials at the root of the design and implementation of the Shake Table WebLab. The fully functional system allows students and researchers to excite a two-story structure, which is three feet high, by vibrating its base while receiving accelerometer readings from its three levels. Registered Internet users may upload their own input data, such as the seismic ground acceleration of a newly occurring earthquake, and therefore study the corresponding behavior of a real structure. The system is designed with an expandable architecture which enables future researchers to add functionalities that suit their fields of interest. Relevant fields of study include real-time signal processing and filtering techniques that would provide an understanding of how earthquakes affect a structure and therefore provide insight on means to minimize encountered damage in large-scale structures. An already developed tool utilizes frequency domain transfer functions to compare the measured structural response at the upper levels with a predictable result based on seismic vibrations applied at the structure's base. Two main characteristics of the web-based application are interactivity, provided through synchronized control/response processes, and sensor-based monitoring of the experiment.
(cont.) The system is built on the Microsoft .Net Framework through server-hosted Active Server Pages and browser-embedded Windows Form Controls. Web Service methods are implemented for initiating remote processes. Throughout the thesis, I state the motivations for conducting this project, the different online activities and generic administrative features, and a description of the implemented technologies and system components.
by Mazen Manasseh.
S.M.
Kong, Fanchen 1964. "Analysis of lichen-size data for dating and describing prehistorical seismic shaking". Thesis, The University of Arizona, 1994. http://hdl.handle.net/10150/558237.
Texto completoKalpakci, Volkan. "Seismic Isolation Of Foundations By Composite Liners". Phd thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615500/index.pdf.
Texto completoYavari, Soheil. "Shaking table tests on the response of reinforced concrete frames with non-seismic detailing". Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/32155.
Texto completoCASTIGLIA, Massimina. "The experimental study of buried onshore pipelines seismic-liquefaction induced vertical displacement in shaking table tests and its remedial measures". Doctoral thesis, Università degli studi del Molise, 2019. http://hdl.handle.net/11695/90945.
Texto completoLiquefaction of soil deposit can impose deformations on the structures interacting with it with consequent damages. In the design of lifelines, it is not always possible to avoid areas with high seismicity in which the liquefaction hazard is consistent, due to the very long route of these infrastructures and the necessity to provide essential services in different areas. Specifically, pipeline systems provide a medium of transportation for fluids which could vary from crude oil or natural gas to water or sewage fluids. Their construction is challenging due to natural hazards that might cause loss of functionality and possible danger to the environment. The loss of soil shear strength can produce permanent ground deformation which can lead to lateral movements, flotation or subsidence of buried pipeline in case of liquefaction. Uplift of underground structures might also occur, mostly in case of very light structures which could be the pipelines transporting natural gas. Numerous cases of uplift of buried pipelines have been observed over years for example during the 2004 Niigata Earthquake, the 2011 Tohoku Earthquake, 1993 Kushiro-Oki Earthquake and 1994 Hokkaido-Toho-Oki Earthquake. In addition, the 2010-2011 Christchurch Earthquake sequence induced liquefaction on a vast area and massive damage to buried infrastructure has been accounted for. Kobe Earthquake in 1995 caused extensive gas leakage from buried pipelines with subsequent fires ignition. Conventional methods to prevent liquefaction have been widely used worldwide and are enough consolidated in terms of implementation and results but their effectiveness in the mitigation of liquefaction for buried pipelines is less known. Different solutions have been investigated over years to assess this problem and recently new techniques are developing to satisfy engineering economy, environmental impact, technical performances and durability criteria. For the specific problem of pipelines, various aspects need to be considered such as different soils characteristics for the length of the pipeline track, time for the solution to start being effective on site, life of the solution when compared with the design life of the pipe, amounts and costs of the materials and simplicity of realization. Overall new technologies and new materials seem to have satisfactory results promising for future applications but there are not yet solutions which can be considered as a standard. To assess this specific problem, accounting for all the above-mentioned factors, this research work wants to investigate alternative solutions for the specific problem of seismic-liquefaction induced uplift of onshore gas buried pipelines. The research is conducted by means of 1-g shaking table tests in a model scale of 1:10 performed in the geotechnical laboratory of the University of Tokyo. This thesis presents the results of eleven shaking table tests, executed in two different time periods, with reference to the transversal cross-section of the pipe embedded in a homogenous medium-dense sandy soil deposit by applying series of input motion. Some of the tests deal with the quantification of the vertical displacement by changing the pipe apparent unit weight and the remaining tests study the effectiveness of new remedial measures to increase the stability of the system. Drain pipes, gravel bags, and geogrids are used as testing countermeasures and the experimental results will be presented in the thesis. A gravel bag installed above the pipeline has been proven effective in mitigating the uplift. This represents an innovative protection system with low-cost technology and easiness of realization and installation in every kind of soil condition and which can be used with the support of the additional benefit of drainage systems not accounted for in this research. Please note that this thesis does not provide considerations on the longitudinal development of the pipelines, which would have required specific studies.
Ryan, John C. "Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes". Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29392.
Texto completoPh. D.
Nizamiev, Kamil. "Simulation, Analysis and Design of Systems with Multiple Seismic Support Motion". Case Western Reserve University School of Graduate Studies / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=case1462884476.
Texto completoGoy, Cristina. "Displacement Data Processing and FEM Model Calibration of a 3D-Printed Groin Vault Subjected to Shaking-Table Tests". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020. http://amslaurea.unibo.it/20061/.
Texto completoSingh, Bina Aruna. "GIS based assessment of seismic risk for the Christchurch CBD and Mount Pleasant, New Zealand". Thesis, University of Canterbury. Geography, 2006. http://hdl.handle.net/10092/1302.
Texto completoZuccolo, Elisa. "Neo-deterministic seismic hazard scenarios: from the modelling of the past to prediction". Doctoral thesis, Università degli studi di Trieste, 2010. http://hdl.handle.net/10077/3489.
Texto completoÈ stato affrontato il problema della definizione della pericolosità sismica utilizzando il metodo neo-deterministico (NDSHA), che si basa sul calcolo di sismogrammi sintetici realistici. Considerando modelli strutturali medi e un set di sorgenti distribuite internamente alle zone sismogenetiche, possono essere definite delle mappe di scuotimento al bedrock complementari alla mappa di pericolosità di tipo probabilistico (PSHA) sulla quale è basata la normativa antisismica italiana. L’analisi di stabilità effettuata ha dimostrato che l’informazione disponibile sui terremoti del passato può non essere rappresentativa per i futuri terremoti, anche se si hanno a disposizione cataloghi estesi nel tempo (∼ 1000 anni). Ciò non è sorprendente se si tiene presente la scala dei tempi dei processi geologici, ma tale consapevolezza è spesso ignorata in PSHA. NDSHA permette di superare questo limite mediante l’uso di indicatori indipendenti sul potenziale sismico di un’area (e.g. nodi sismogenetici e faglie attive) che consentono di colmare le lacune nella sismicità osservata. Il confronto tra le mappe di pericolosità PSHA e NDSHA sul territorio italiano ha evidenziato che NDSHA fornisce valori maggiori di PSHA nelle aree caratterizzate da forti terremoti osservati e in corrispondenza dei nodi sismogenetici. I valori massimi di NDSHA sono confrontabili con quelli di PSHA per lunghi periodi di ritorno (T≥2475 anni). D’altro canto, PSHA tende a sovrastimare, rispetto a NDSHA, la pericolosità sismica in aree a bassa sismicità. È quindi auspicabile una revisione della normativa che tenga conto di questi fatti. Gli scenari di scuotimento sono utili sia per la ricostruzione delle caratteristiche di sorgente dei terremoti del passato (es. terremoto del 1117) che per la previsione degli effetti degli eventi futuri. Quest’ultimo aspetto, importante per le azioni di prevenzione della Protezione Civile, è stato sviluppato nell’ambito del progetto ASI-SISMA mediante la generazione di scenari dipendenti dal tempo a diversa scala di dettaglio. L’applicazione della tecnica analitica di calcolo dei sismogrammi sintetici in mezzi anelatici tridimensionali, per la cui è stata messa a punto una subroutine per la gestione automatica dell’input, è stata applicata allo studio di eventi di profondità intermedia, avvenuti in Vrancea (Romania), considerando sia serie temporali registrate (accelerogrammi) che intensità osservate.
The problem of the definition of the neo-deterministic seismic hazard assessment (NDSHA), based on the computation of realistic synthetic seismograms, has been capably addressed. Considering average structural models and a set of sources distributed within the seismogenic zones, ground shaking maps at the bedrock, complementary to the probabilistic seismic hazard (PSHA) map on which the Italian seismic code is based, can be defined. The stability analysis performed showed that the available information from past events may not be well representative of future earthquakes, even if long earthquake catalogues (< 1000 years) are available. This is not surprising if we consider the geological times, but this awareness is often ignored in PSHA. NDSHA can easily overcome this limit since it allows to take into account, in a formally well defined way, not only the observed seismicity but also independent indicators of the seismogenic potential of a given area like the seismogenic nodes and active faulting data. The comparison between PSHA and NDSHA maps over the Italian territory evidenced that NDSHA provides values larger than those given by PSHA in areas where large earthquakes are observed and in areas identified as prone to large earthquakes (i.e. seismogenic nodes). The maximum values of NDSHA are consistent with those of PSHA for long return periods (T≥2475 years). Comparatively smaller values are obtained in low-seismicity areas. Therefore a revision of the code taking into account these facts is desirable. Ground shaking scenarios are useful in order to detect the main characteristics of the past earthquakes (e.g. the 1117 earthquake) and to predict the expected ground shaking associated with future earthquakes. The last aspect, which constitutes a useful tool for the rescue actions of the Civil Protection, has been developed in the framework of the ASI-SISMA Project by means of the generation of multi-scale time-dependent seismic hazard scenarios. The application of the analytical technique for the computation of synthetic seismograms in three-dimensional anelastic models, for which a subroutine for the automatic generation of the input has been developed, has been applied to the study of intermediate-depth Vrancea (Romania) earthquakes, considering both recorded time series (accelerograms) and observed macroseismic intensities.
XXII Ciclo
1982
Libros sobre el tema "Seismic Shaking"
Geological Survey (U.S.), ed. The TREMOR Project, earthquake-shaking "Radar" for the City of Oakland: A guide for users, sponsors, and the curious. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.
Buscar texto completoZampieri, Andrea. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. [New York, N.Y.?]: [publisher not identified], 2015.
Buscar texto completoBernardo, Calif ). Workshop on Improved Characterization of Strong Ground Shaking for Seismic Design (1997 Rancho. Proceedings: Workshop on Improved Characterization of Strong Ground Shaking for Seismic Design , July 30-31, 1997, Rancho Bernardo, California. Redwood City, Calif: Applied Technology Council, 1999.
Buscar texto completoSykes, Lynn R. Plate Tectonics and Great Earthquakes: 50 Years of Earth-Shaking Events. Columbia University Press, 2019.
Buscar texto completoPlate Tectonics and Great Earthquakes: 50 Years of Earth-Shaking Events. Columbia University Press, 2019.
Buscar texto completoThe TREMOR Project, earthquake-shaking "Radar" for the City of Oakland: A guide for users, sponsors, and the curious. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.
Buscar texto completoThe TREMOR Project, earthquake-shaking "Radar" for the City of Oakland: A guide for users, sponsors, and the curious. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.
Buscar texto completoCapítulos de libros sobre el tema "Seismic Shaking"
Saouma, Victor E. y M. Amin Hariri-Ardebili. "Seismic Hazard Analysis". En Aging, Shaking, and Cracking of Infrastructures, 549–75. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57434-5_23.
Texto completoSevern, R. T. "The European shaking table collaborative programme". En European Seismic Design Practice, 27–33. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-5.
Texto completoBourahla, N. y A. Blakeborough. "Shaking table earthquake response of medium-rise knee braced frames". En European Seismic Design Practice, 577–82. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-86.
Texto completoBlondet, Marcial, Nicola Tarque, Francisco Ginocchio y Gladys Villa-García. "Shaking Table Testing of Adobe Masonry Structures". En Structural Characterization and Seismic Retrofitting of Adobe Constructions, 121–51. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-74737-4_6.
Texto completoTaylor, C. A., C. Ndamage y A. Blakeborough. "Shaking table studies of the out-of-plane behaviour of masonry infill". En European Seismic Design Practice, 455–61. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-68.
Texto completoJalilian, Hadis, Jian Hua Yin y Ali Komak Panah. "Shaking Table Investigation of Seismic Performance of Micropiles". En Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering, 138–47. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0131-5_16.
Texto completoMadhavi Latha, G., A. Murali Krishna, G. S. Manju y P. Santhana Kumar. "Geosynthetics in Retaining Walls Subjected to Seismic Shaking". En Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics, 359–72. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1468-2_15.
Texto completoSepulveda, Claudio, Ricardo Bustamante y Gilberto Mosqueda. "Seismic Performance of Isolated Bridges Under Extreme Shaking". En Lecture Notes in Civil Engineering, 447–54. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_37.
Texto completoCasirati, Mario, Giorgio Franchioni y Stathis N. Bousias. "Seismic tests on three shaking tables of a 1:8 irregular bridge model". En European Seismic Design Practice, 101–8. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-16.
Texto completoCrewe, A. J., A. Simonelli y A. Scotto di Santolo. "Shaking table tests of scale models of gravity retaining walls". En Seismic Design Practice into the Next Century, 187–94. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-26.
Texto completoActas de conferencias sobre el tema "Seismic Shaking"
Luan, Qiangli, Zhangwei Chen y He Mao. "Research on Three-Variable Control Technology of Seismic Simulating Shaking Tables". En 8th FPNI Ph.D Symposium on Fluid Power. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/fpni2014-7811.
Texto completoLatečki, Helena, Josip Stipčević y Irene Molinari. "Seismic shaking scenarios for city of Zagreb, Croatia". En 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.138.
Texto completoCastellano, Maria Gabriella, Francesco Balducci, Rodolfo Antonucci, Adolfo Santini y Nicola Moraci. "Shaking Table Tests on R.C. Frame with Dissipative Bracings". En 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963757.
Texto completoJulca Calua, Jorge, Deysi Margot Ríos Jiménez, Violeta Zarela Quevedo, Yoner Jaime Romero Cueva y Marlon Walter Valderrama Puscan. "SEISMIC SHAKING IN ADJACENT REINFORCED CONCRETE STRUCTURES, CAJAMARCA - 2022". En 2nd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development (LEIRD 2022): “Exponential Technologies and Global Challenges: Moving toward a new culture of entrepreneurship and innovation for sustainable development”. Latin American and Caribbean Consortium of Engineering Institutions, 2022. http://dx.doi.org/10.18687/leird2022.1.1.42.
Texto completoMao, Dejun. "Structure Seismic Design and Shaking Table Experiment Research Status". En 2017 2nd International Conference on Civil, Transportation and Environmental Engineering (ICCTE 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/iccte-17.2017.20.
Texto completoSato, Eiji, Tomoyoshi Kakegawa, Taku Suzuki, Koichi Kajiwara, Yasutaka Tagawa y Shigemitsu Takai. "Alternative Control Design Approach to Shaking Facilities for Re-Creating Seismic Motion". En ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1399.
Texto completo"Assessment of ASCE/SEI 41 Concrete Column Provisions using Shaking Table Tests". En SP-297: Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686899.
Texto completoDe Canio, Gerardo, Giuseppe Muscolino, Alessandro Palmeri, Massimo Poggi, Paolo Clemente, Adolfo Santini y Nicola Moraci. "Shaking Table Tests Validating Two Strengthening Interventions on Masonry Buildings". En 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963929.
Texto completoMinowa, Chikahiro, Izumi Nakamura y Osamu Furuya. "First Large Scale Shaking Table". En ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-84472.
Texto completoPark, Dawon, Youngjun Choi, Heung Woon Jang y Jung-Wuk Hong. "Seismic assessment of cracked masonry structures by shaking table tests". En Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, editado por Daniele Zonta, Haiying Huang y Zhongqing Su. SPIE, 2021. http://dx.doi.org/10.1117/12.2582930.
Texto completoInformes sobre el tema "Seismic Shaking"
Nema, Arpit y Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, diciembre de 2020. http://dx.doi.org/10.55461/zisp3722.
Texto completoGunay, Selim, Fan Hu, Khalid Mosalam, Arpit Nema, Jose Restrepo, Adam Zsarnoczay y Jack Baker. Blind Prediction of Shaking Table Tests of a New Bridge Bent Design. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, noviembre de 2020. http://dx.doi.org/10.55461/svks9397.
Texto completoHobbs, T. E., J. M. Journeay, A. S. Rao, L. Martins, P. LeSueur, M. Kolaj, M. Simionato et al. Scientific basis of Canada's first public national seismic risk model. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330927.
Texto completoWu, Yingjie, Selim Gunay y Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, noviembre de 2020. http://dx.doi.org/10.55461/ytgv8834.
Texto completoPaul, C. y 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.
Texto completoWelch, David y Gregory Deierlein. Technical Background Report for Structural Analysis and Performance Assessment (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, noviembre de 2020. http://dx.doi.org/10.55461/yyqh3072.
Texto completoPlourde, A. P. y J. F. Cassidy. Mapping tectonic stress at subduction zones with earthquake focal mechanisms: application to Cascadia, Japan, Nankai, Mexico, and northern Chile. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330943.
Texto completoSteudlein, Armin, Besrat Alemu, T. Matthew Evans, Steven Kramer, Jonathan Stewart, Kristin Ulmer y Katerina Ziotopoulou. PEER Workshop on Liquefaction Susceptibility. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, mayo de 2023. http://dx.doi.org/10.55461/bpsk6314.
Texto completoSHAKING TABLE TEST OF NEW LIGHT STEEL STRUCTURE SYSTEM. The Hong Kong Institute of Steel Construction, agosto de 2022. http://dx.doi.org/10.18057/icass2020.p.342.
Texto completoMap showing predicted seismic-shaking intensities of an earthquake in San Mateo County, California, comparable in magnitude to the 1906 San Francisco earthquake. US Geological Survey, 1986. http://dx.doi.org/10.3133/i1257h.
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