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المساهمون: Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria, Earthquake Resistant Structures
المصدر: Engineering Structures, 243(112529). Elsevier
مصطلحات موضوعية: Groningen, Finite element method, scheuren, Elements finits, Mètode dels, Induced seismicity, Vibration, Incremental Dynamic Analysis, cumulative damage, Crack-based damage quantification, cumulatieve schade, Distinct element method, Induced vibrations, Masonry, induced seismicity, Ram de paleta, opwekken, Civil and Structural Engineering, business.industry, distinct element method, crack-based damage quantification, aardbevingen, Structural engineering, Concrete walls, Discrete element method, voorspellingen, schadebepaling, Shear (sheet metal), Enginyeria civil [Àrees temàtiques de la UPC], masonry, Cumulative damage, metselwerk, trillingen, seismische activiteit, Slippage, Unreinforced masonry building, Mortar, business, Murs de formigó, Geology, induced vibrations
وصف الملف: application/pdf