المؤلفون: Sahar Ali Ismail, Wassim Raphael, Emmanuel Durand, Fouad Kaddah, Fadi Geara

المصدر: Archives of Civil Engineering, Vol vol. 67, Iss No 3, Pp 619-638 (2021)

مصطلحات موضوعية: blast loading, concrete failure, finite element analysis, soil-structure-foundation interaction, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://journals.pan.pl/Content/120661/35_ACE-00037_A4.pdf; https://doaj.org/toc/2300-3103

URL الوصول: https://doaj.org/article/7a52ff3d27e14b8baf5156c11f74f7ac

المؤلفون: Sextos, Anastasios, Manolis, George, Athanasiou, Alexandros, Ioannidis, Nikolaos

المصدر: Sextos , A , Manolis , G , Athanasiou , A & Ioannidis , N 2017 , ' Seismically induced uplift effects on nuclear power plants. Part I : Containment building rocking spectra ' , Nuclear Engineering and Design , vol. 318 , pp. 276-287 . https://doi.org/10.1016/j.nucengdes.2016.12.035

مصطلحات موضوعية: Nuclear power plants, containment structure, Mechanical equipment, Soil-structure-foundation interaction

وصف الملف: application/pdf

Relation: https://research-information.bris.ac.uk/en/publications/5e8b1695-1d9f-476e-9cf2-a568ddfdbacc

الاتاحة: https://hdl.handle.net/1983/5e8b1695-1d9f-476e-9cf2-a568ddfdbacc
https://research-information.bris.ac.uk/en/publications/5e8b1695-1d9f-476e-9cf2-a568ddfdbacc
https://doi.org/10.1016/j.nucengdes.2016.12.035
https://research-information.bris.ac.uk/ws/files/97335586/Sextos_et_al_NED_Part_I_Accepted.pdf

المؤلفون: Sextos, Anastasios, Manolis, George, Ioannidis, Nikolaos, Athanasiou, Alexandros

المصدر: Sextos , A , Manolis , G , Ioannidis , N & Athanasiou , A 2017 , ' Seismically induced uplift effects on nuclear power plants. Part II : Demand on internal equipment ' , Nuclear Engineering and Design , vol. 318 , pp. 288-296 . https://doi.org/10.1016/j.nucengdes.2016.12.036

مصطلحات موضوعية: Nuclear power plants, Containment structure, Mechanical equipment, Soil-structure-foundation interaction

وصف الملف: application/pdf

الاتاحة: https://hdl.handle.net/1983/b6ed58bd-d65a-48d2-89d3-09ae7a223712
https://research-information.bris.ac.uk/en/publications/b6ed58bd-d65a-48d2-89d3-09ae7a223712
https://doi.org/10.1016/j.nucengdes.2016.12.036
https://research-information.bris.ac.uk/ws/files/97335625/Sextos_et_al_NED_Part_II_Accepted.pdf

المؤلفون: CAPRILI, SILVIA, SALVATORE, WALTER, SQUEGLIA, NUNZIANTE, F. Mangini, G. Scarpelli

المساهمون: Caprili, Silvia, F., Mangini, Salvatore, Walter, G., Scarpelli, Squeglia, Nunziante

مصطلحات موضوعية: soil–structure–foundation interaction, cultural heritage, masonry buildings, local seismic response analysis, vulnerability assessment

وصف الملف: CD-ROM

Relation: info:eu-repo/semantics/altIdentifier/isbn/9781845649685; ispartofbook:Proceedings of STREMAH 2015, 14th International Conference on Studies, Repairs and Maintenance of Heritage Architecture; STREMAH 2015, 14th International Conference on Studies, Repairs and Maintenance of Heritage Architecture; numberofpages:13; http://hdl.handle.net/11568/790430; http://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/153/34274

الاتاحة: http://hdl.handle.net/11568/790430
https://doi.org/10.2495/STR150331
http://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/153/34274

المؤلفون: Silvia Caprili, Federico Mangini, Walter Salvatore, G. Scarpelli, N. Squeglia

المصدر: WIT Transactions on The Built Environment.

مصطلحات موضوعية: soil–structure–foundation interaction, Structure (mathematical logic), masonry buildings, vulnerability assessment, Engineering, Relation (database), business.industry, Foundation (engineering), cultural heritage, Masonry, Global model, Civil engineering, soil–structure–foundation interaction, cultural heritage, masonry buildings, local seismic response analysis, vulnerability assessment, Cultural heritage, local seismic response analysis, Vulnerability assessment, business, Subsoil

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7f8750768993413203824227af492cd6
https://doi.org/10.2495/str150331

المؤلفون: A. Karatzetzou, D. Pitilakis, N. Abbass, CATTARI, SERENA

المساهمون: A., Karatzetzou, D., Pitilaki, N., Abba, Cattari, Serena

مصطلحات موضوعية: soil-structure-foundation interaction, masonry, equivalent frame model, non linear static analysis

وصف الملف: ELETTRONICO

Relation: ispartofbook:Proc. of 15 World Conference on Earthquake Engineering (WCEE); 15 World Conference on Earthquake Engineering (WCEE); firstpage:1; lastpage:10; numberofpages:10; http://hdl.handle.net/11567/773915

الاتاحة: http://hdl.handle.net/11567/773915

المؤلفون: Manos, G. C., Pitilakis, K. D., Sextos, A. G., Kourtides, V., Soulis, V., Thauampteh, J.

المصدر: Manos , G C , Pitilakis , K D , Sextos , A G , Kourtides , V , Soulis , V & Thauampteh , J 2015 , ' Field experiments for monitoring the dynamic soil-structure-foundation response of a bridge-pier model structure at a test site ' , Journal of Structural Engineering , vol. 141 , no. 1 , D4014012 . https://doi.org/10.1061/(ASCE)ST.1943-541X.0001154

مصطلحات موضوعية: Bridge Pier, In-situ measurements, Radiation damping, Soil-structure-foundation interaction, Structural identification, System identification, Test site

الاتاحة: https://hdl.handle.net/1983/dd38199d-b976-4da0-a3e6-dfc051727b70
https://research-information.bris.ac.uk/en/publications/dd38199d-b976-4da0-a3e6-dfc051727b70
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001154
http://www.scopus.com/inward/record.url?scp=84920837616&partnerID=8YFLogxK

المؤلفون: Karatzetzou, A., Pitilakis, D., Abbass, N., Cattari, Serena

مصطلحات موضوعية: non linear static analysis, soil-structure-foundation interaction, masonry, equivalent frame model

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od______3710::accc40c6c284543624f3792d412ea3d1
http://hdl.handle.net/11567/773915

المؤلفون: Ismail, Sahar Ali, Raphael, Wassim, Durand, Emmanuel, Kaddah, Fouad, Geara, Fadi

مصطلحات موضوعية: obciążenie wybuchem, uszkodzenie, analiza elementów skończonych, interakcja grunt-konstrukcja-fundament, silos betonowy, blast loading, failure, finite element analysis, soil-structure-foundation interaction, concrete silo

URL الوصول: http://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-49121ec6-d0d0-46c9-b93c-29dea2bcdcca