المؤلفون: Marcelo A. Ceballos, Carlos A. Prato

مصطلحات موضوعية: Surface (mathematics), business.industry, Wave propagation modes, Soil Science, Stiffness, Structural engineering, INGENIERÍAS Y TECNOLOGÍAS, Geotechnical Engineering and Engineering Geology, Domain (mathematical analysis), Modal, Ingeniería Civil, Feature (computer vision), Soil structure interaction, medicine, Applied mathematics, Wavenumber, Direct stiffness method, Soil-structure interaction, medicine.symptom, Layered media, business, Otras Ingeniería Civil, Civil and Structural Engineering, Mathematics, Thin-layer method

وصف الملف: application/pdf

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::85eb2c092be263bc61cda3576b5bedb3Test
https://www.sciencedirect.com/science/article/pii/S0267726114002024Test

المؤلفون: Ceballos, Marcelo Alejandro, Prato, Carlos Alberto

مصطلحات موضوعية: Layered Media, Wave Propagation Modes, Thin-Layer Method, Soil-Structure Interaction, https://purl.org/becyt/ford/2.1Test, https://purl.org/becyt/ford/2Test

وصف الملف: application/pdf

العلاقة: info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0267726114002024Test; http://hdl.handle.net/11336/34412Test; Ceballos, Marcelo Alejandro; Prato, Carlos Alberto; First-order doubly-asymptotic formulation of the direct stiffness method for elastodynamic problems; Elsevier; Soil Dynamics And Earthquake Engineering; 67; 11-2014; 273-289; CONICET Digital; CONICET

الإتاحة: https://doi.org/10.1016/j.soildyn.2014.09.015Test
http://hdl.handle.net/11336/34412Test