Littérature scientifique sur le sujet « SEISMIC CONDITION »
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Articles de revues sur le sujet "SEISMIC CONDITION"
Shin, Changsoo. « Sponge boundary condition for frequency‐domain modeling ». GEOPHYSICS 60, no 6 (novembre 1995) : 1870–74. http://dx.doi.org/10.1190/1.1443918.
Texte intégralKanhaiya, Krishnakant, et Dr Ajay Kumar Jain. « “A Comparative Study of Circular Water Tank in Two Different Loading Conditions (Seismic and Wind Load Condition) using Staad-Pro” ». International Journal of Innovative Technology and Exploring Engineering 11, no 3 (30 janvier 2022) : 75–79. http://dx.doi.org/10.35940/ijitee.l9562.0111322.
Texte intégralBhattarai, Shishir, et Prem Nath Maskey. « Effect of Linear Soil Condition on Seismic Inputs ». Technical Journal 2, no 1 (10 novembre 2020) : 48–55. http://dx.doi.org/10.3126/tj.v2i1.32829.
Texte intégralJiang, Huanjun, Yong Wang et Liusheng He. « Study of Seismic Performance of Chinese-Style Single-Layer Suspended Ceiling System by Shaking Table Tests ». Advances in Civil Engineering 2021 (13 septembre 2021) : 1–14. http://dx.doi.org/10.1155/2021/9861722.
Texte intégralWeibull, Wiktor Waldemar, et Børge Arntsen. « Reverse-time demigration using the extended-imaging condition ». GEOPHYSICS 79, no 3 (1 mai 2014) : WA97—WA105. http://dx.doi.org/10.1190/geo2013-0232.1.
Texte intégralDuan, Jin Xi, et Z. Shen. « Elastic Seismic Response of Steel-Concrete Composite Frames with Partial Interaction ». Applied Mechanics and Materials 268-270 (décembre 2012) : 729–32. http://dx.doi.org/10.4028/www.scientific.net/amm.268-270.729.
Texte intégralZheng, Wen Yi, Jing Zhe Jin, Hai Gong et Peng Pan. « Study on Evaluating the Seismic Performance of Building According to Detail Seismic Condition ». Applied Mechanics and Materials 777 (juillet 2015) : 121–29. http://dx.doi.org/10.4028/www.scientific.net/amm.777.121.
Texte intégralLuo, Zhi Qun, Shao Lun Huang et Jian Ru Wan. « Development on Seismic Sensor System with MEMS Technology for Elevator’s Seismic Condition ». Applied Mechanics and Materials 713-715 (janvier 2015) : 1009–14. http://dx.doi.org/10.4028/www.scientific.net/amm.713-715.1009.
Texte intégralSava, Paul, et Sergey Fomel. « Time-shift imaging condition in seismic migration ». GEOPHYSICS 71, no 6 (novembre 2006) : S209—S217. http://dx.doi.org/10.1190/1.2338824.
Texte intégralSava, Paul. « Stereographic imaging condition for wave-equation migration ». GEOPHYSICS 72, no 6 (novembre 2007) : A87—A91. http://dx.doi.org/10.1190/1.2781582.
Texte intégralThèses sur le sujet "SEISMIC CONDITION"
Ronda, Afonso Jose. « Railway formation condition assessment using seismic surface waves ». Diss., University of Pretoria, 2016. http://hdl.handle.net/2263/66239.
Texte intégralDissertation (MSc)--University of Pretoria, 2016.
Civil Engineering
MSc
Unrestricted
Gibson, Jeremy S. « Seismic Communication in a Wolf Spider ». University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1147803220.
Texte intégralKing, Jack R. C. « Artificial boundary conditions for simulations of seismic air-gun bubbles ». Thesis, University of Edinburgh, 2015. http://hdl.handle.net/1842/15898.
Texte intégralHill, Robert L. « Departures from adiabatic conditions for the earth ». Virtual Press, 1991. http://liblink.bsu.edu/uhtbin/catkey/834615.
Texte intégralDepartment of Physics and Astronomy
Peters, Leo Everett Anandakrishnan Sridhar. « A seismic investigation of basal conditions in glaciated regions ». [University Park, Pa.] : Pennsylvania State University, 2009. http://etda.libraries.psu.edu/theses/approved/WorldWideIndex/ETD-4574/index.html.
Texte intégralHolleran, Michael. « Seismic performance of reinforced concrete bridge piers under simulated winter conditions ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0029/MQ38684.pdf.
Texte intégralNordqvist, Anders. « Application of ultrasonic cross-hole seismics to hard rock conditions ». Licentiate thesis, Luleå tekniska universitet, 1986. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-17809.
Texte intégralKlien, Elena Maria Christina. « Perfectly matched layer boundary conditions in two numerical methods for seismic wave calculations ». Thesis, University of Cambridge, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.612257.
Texte intégralLam, Frank C. F. « Analytical and experimental studies of the behaviour of equipment vibration isolators under seismic conditions ». Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25110.
Texte intégralApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Carbone, Laura. « Interface behaviour of geosynthetics in landfill cover systems under static and seismic loading conditions ». Thesis, Grenoble, 2014. http://www.theses.fr/2014GRENU006/document.
Texte intégralModern landfills are equipped with multi-layered liners, including geosynthetic-geosynthetic and soil-geosynthetic interfaces. The interfaces represent weakness surfaces where the shear strength is a crucial aspect for the landfill stability. The behaviour of each interface can be different depending on the interactions of the materials in contact under the different load conditions (i.e. static and seismic loading). Nevertheless, the assessment of the geosynthetic interface shear strength can be difficult depending on different factors such as mechanical damage, time-dependent processes (ageing), stress dependent processes (such as repeated loading), coupled effects of both time and stress-strain dependent processes (creep or relaxation). In the present work, the static and the dynamic behaviour of typical geosynthetic - geosynthetic interfaces is investigated by means of the Inclined Plane and the Shaking Table tests since both devices permit to simulate experimental conditions close to them expected in landfill cover systems (low normal stress, small and large deformations). Two new test procedures are proposed and applied in order to assess the interface friction at both devices during all the phases of the tests. Taking advantage of the complementarity of both facilities, an innovative interpretation of test results considering the evolution of the shear strength parameters, passing from the static to the dynamic loading conditions, from small to large displacements is carried out. Furthermore, the dependence of the interface friction on different parameters such as the kinematic conditions, the normal stress and the mechanical damage is also investigated. In light of test results, it has been demonstrated that the variation of the interface friction could be significant, depending on the loading conditions (static or dynamic), on the actual kinematic conditions and on the level of deformation at which the interface is subjected
Livres sur le sujet "SEISMIC CONDITION"
S, Fuis Gary, et Geological Survey (U.S.), dir. Empirical relationship among shot size, shotpoint site condition, and recording distance for 1984-1987 U.S. Geological Survey Seismic-Refraction Data. [Menlo Park, CA] : U.S. Geological Survey, 1989.
Trouver le texte intégralS, Fuis Gary, et Geological Survey (U.S.), dir. Empirical relationship among shot size, shotpoint site condition, and recording distance for 1984-1987 U.S. Geological Survey Seismic-Refraction Data. [Menlo Park, CA] : U.S. Geological Survey, 1989.
Trouver le texte intégralKowalsky, M. J. Shear behavior of lightweight concrete columns under seismic conditions. La Jolla, Calif : Dept. of Applied Mechanics & Engineering Sciences, Division of Structural Engineering, University of California, San Diego, 1995.
Trouver le texte intégralGibbs, James F. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake. [Reston, Va.?] : U.S. Dept. of the Interior, U.S. Geological Survey, 1996.
Trouver le texte intégralF, Gibbs James, et Geological Survey (U.S.), dir. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake : A revision of OFR 96-740. Menlo Park, CA : U.S. Dept. of the Interior, U.S. Geological Survey, 1999.
Trouver le texte intégralCrespellani, Teresa, dir. Terremoto e ricerca. Florence : Firenze University Press, 2008. http://dx.doi.org/10.36253/978-88-8453-819-2.
Texte intégralTan, Mai Thanh. The enhancement of seismic prospecting effectiveness for oil and gas under the conditions of the sedimentary basins in the continental shelf of Vietnam. Cracow : Akademia Górniczo-Hutnicza im. S. Staszica w Krakowie, 1990.
Trouver le texte intégralShukugōron to seishin shugi. Ōsaka-shi : Kaihō Shuppansha, 1993.
Trouver le texte intégralLampropoulos, Andreas, dir. Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.
Texte intégralTanaka, Osamu. Nihonjin to shihon shugi no seishin. Tōkyō : Kabushiki Kaisha Chikuma Shobō, 2017.
Trouver le texte intégralChapitres de livres sur le sujet "SEISMIC CONDITION"
Helaili, Sofiene. « Seismic Behavior of a Building Structure Reinforced with Composite Trusses ». Dans Applied Condition Monitoring, 351–58. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34190-8_37.
Texte intégralPolak, Marta, Jakub Obuchowski, Agnieszka Wyłomańska et Radosław Zimroz. « Seismic Signal Enhancement via AR Filtering and Spatial Time-Frequency Denoising ». Dans Applied Condition Monitoring, 51–68. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51445-1_4.
Texte intégralYaktine, Abed El Rahman, Magdalini Titirla et Walid Larbi. « Effects of LRB Isolators and Viscous Dampers on Seismic Isolated Irregular Reinforced Concrete Buildings ». Dans Applied Condition Monitoring, 116–24. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34190-8_15.
Texte intégralDubiński, Józef, et Krystyna Stec. « Variation of Certain Parameters of Regional Stress Tensor under Condition of Rockburst Hazard ». Dans Induced Seismic Events, 305–17. Basel : Birkhäuser Basel, 1996. http://dx.doi.org/10.1007/978-3-0348-9204-9_8.
Texte intégralWodecki, Jacek, Anna Michalak, Paweł Stefaniak, Agnieszka Wyłomańska et Radosław Zimroz. « Combination of Kolmogorov-Smirnov Statistic and Time-Frequency Representation for P-Wave Arrival Detection in Seismic Signal ». Dans Applied Condition Monitoring, 166–74. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22529-2_9.
Texte intégralTurer, Ahmet. « Condition Assessment Techniques Used for Non-Building Structures ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 193–214. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_11.
Texte intégralFan, Yuhang. « Shear strength variation of acid polluted laterite at soaking condition ». Dans Advances in Civil Engineering : Structural Seismic Resistance, Monitoring and Detection, 161–66. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003310884-24.
Texte intégralHazari, Suman, Sima Ghosh et Richi Prasad Sharma. « A Comparative Study of Soil Slope Stability Under Seismic Loading Condition ». Dans Lecture Notes in Civil Engineering, 11–22. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6233-4_2.
Texte intégralGrande, E., S. Lirer, G. Conte, D. Nostrali et G. Milani. « Analysis of the seismic safety condition of the defensive walls of Cittadella ». Dans Geotechnical Engineering for the Preservation of Monuments and Historic Sites III, 735–43. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003308867-55.
Texte intégralChatterjee, Priyam, Bikash Chandra Chattopadhyay et Joyanta Maity. « Generalized Solution for the Critical Soil Wedge Angle Under Seismic Passive Earth Pressure Condition ». Dans Lecture Notes in Civil Engineering, 309–21. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6233-4_21.
Texte intégralActes de conférences sur le sujet "SEISMIC CONDITION"
Malytskyy, D., A. Parfeniuk, A. Gnyp, O. Hrytsai et O. Mykhailova. « Models of seismic sources ». Dans 11th International Conference on Monitoring of Geological Processes and Ecological Condition of the Environment. Netherlands : EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201800081.
Texte intégralP. Perrone, M., et M. A. Perrone. « Accelerating Seismic Imaging Using Novel Boundary Condition Handling ». Dans 74th EAGE Conference and Exhibition incorporating EUROPEC 2012. Netherlands : EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20148373.
Texte intégralLee, Jun-Woo, et Dong-Joo Min. « Improvement of sponge boundary condition for seismic wave modeling ». Dans SEG Technical Program Expanded Abstracts 2019. Society of Exploration Geophysicists, 2019. http://dx.doi.org/10.1190/segam2019-3211925.1.
Texte intégralNg, Mark. « Using time‐shift imaging condition for seismic migration interpolation ». Dans SEG Technical Program Expanded Abstracts 2007. Society of Exploration Geophysicists, 2007. http://dx.doi.org/10.1190/1.2792961.
Texte intégralWhiteley, Robert J. « Condition Risk Assessment of Underground Utilities with SEWREEL Seismic Imaging ». Dans Symposium on the Application of Geophysics to Engineering and Environmental Problems 2001. Environment and Engineering Geophysical Society, 2001. http://dx.doi.org/10.4133/1.2922860.
Texte intégralGucunski, Nenad, Strahimir Antoljak et Ali Maher. « Seismic Methods in Post Construction Condition Monitoring of Bridge Decks ». Dans Geo-Denver 2000. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40521(296)3.
Texte intégralXianguo, Huang, Wei Tie, Zhang Rujie et Wei Guowei. « Application of Broadband Seismic Acquisition under the Complex Exploration Condition ». Dans International Geophysical Conference, Beijing, China, 24-27 April 2018. Society of Exploration Geophysicists and Chinese Petroleum Society, 2018. http://dx.doi.org/10.1190/igc2018-040.
Texte intégralJ. Whiteley, Robert. « Condition Risk Assessment Of Underground Utilities With Sewreel Seismic Imaging ». Dans 14th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. European Association of Geoscientists & Engineers, 2001. http://dx.doi.org/10.3997/2214-4609-pdb.192.bcf_1.
Texte intégralMaksymchuk, V., T. Klymkovych, Ye Nakalov, I. Chobotok et V. Tymoschyk. « Informativity Of Tectonomagnetic Monitoring In The Transcarpathians Active Seismic Zone ». Dans 12th International Conference on Monitoring of Geological Processes and Ecological Condition of the Environment. Netherlands : EAGE Publications BV, 2018. http://dx.doi.org/10.3997/2214-4609.201803170.
Texte intégralPeng*, Ke, Ying Rao et Y. C. Ning. « Simulation of fluid flow and its seismic responses under anisotropic condition ». Dans International Geophysical Conference, Qingdao, China, 17-20 April 2017. Society of Exploration Geophysicists and Chinese Petroleum Society, 2017. http://dx.doi.org/10.1190/igc2017-177.
Texte intégralRapports d'organisations sur le sujet "SEISMIC CONDITION"
Tucay, J., B. Weaver, R. Hamberger et M. Sampson. Seismic Condition Assessment of the B332 Building Structure – Seismic Structural Evaluation of the Plenum Equipment Building. Office of Scientific and Technical Information (OSTI), mai 2020. http://dx.doi.org/10.2172/1670545.
Texte intégralSimms, Janet, Benjamin Breland et William Doll. Geophysical investigation to assess condition of grouted scour hole : Old River Control Complex—Low Sill Concordia Parish, Louisiana. Engineer Research and Development Center (U.S.), septembre 2021. http://dx.doi.org/10.21079/11681/41863.
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 intégralWelch, David, et Gregory Deierlein. Technical Background Report for Structural Analysis and Performance Assessment (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/yyqh3072.
Texte intégralSchiller, Brandon, Tara Hutchinson et Kelly Cobeen. Cripple Wall Small-Component Test Program : Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/vsjs5869.
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.
Texte intégralSchiller, Brandon, Tara Hutchinson et Kelly Cobeen. Cripple Wall Small-Component - Test Program : Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/lohh5109.
Texte intégralMcPherson, A. A. A Revised Seismic Site Conditions Map for Australia. Geoscience Australia, 2017. http://dx.doi.org/10.11636/record.2017.012.
Texte intégralSchiller, Brandon, Tara Hutchinson et Kelly Cobeen. Cripple Wall Small-Component Test Program : Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, novembre 2020. http://dx.doi.org/10.55461/dqhf2112.
Texte intégralKolaj, M., S. Halchuk et J. Adams. Sixth-generation seismic hazard model of Canada : grid values of mean hazard to be used with the 2020 National Building Code of Canada. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331497.
Texte intégral