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1Academic Journal
المصدر: Facta Universitatis. Series: Architecture and Civil Engineering, Vol 20, Iss 1, Pp 23-34 (2022)
مصطلحات موضوعية: pedestrian-induced load, footbridge, dynamic load model, serviceability limit state, Architecture, NA1-9428, Engineering (General). Civil engineering (General), TA1-2040
وصف الملف: electronic resource
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2Academic Journal
المؤلفون: Daniel Gomez, Sandra Villamizar, Albert Ortiz
المصدر: Revista UIS Ingenierías, Vol 21, Iss 3 (2022)
مصطلحات موضوعية: vertical human-structure interaction, vibration serviceability, pedestrian-induced load, design guidelines, footbridges, structural vibration assessment, Technology, Engineering (General). Civil engineering (General), TA1-2040
وصف الملف: electronic resource
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3Conference
المؤلفون: Milojević, Marija, Ljaljević, Strahinja, Racić, Vitomir, Marjanović, Miroslav, Nefovska-Danilović, Marija
المصدر: 16th Congress hosted by Association of Structural Engineers of Serbia
مصطلحات موضوعية: vibration, floor, serviceability, pedestrian-induced load, vibracije, međuspratna konstrukcija, dinamička sila pešaka
Relation: info:eu-repo/grantAgreement/MESTD/inst-2020/200092/RS//; info:eu-repo/grantAgreement/ScienceFundRS/Ideje/7677448/RS//; https://grafar.grf.bg.ac.rs/handle/123456789/2717; http://grafar.grf.bg.ac.rs/bitstream/id/10497/2022_DGKS_Milojevic_Ljaljevic_Racic_Marjanovic_Nefovska.pdf; https://hdl.handle.net/21.15107/rcub_grafar_2717
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4Academic Journal
المؤلفون: Lai, Eleonora, GENTILE, CARMELO, MULAS, MARIA GABRIELLA
المساهمون: Lai, Eleonora, Gentile, Carmelo, Mulas, MARIA GABRIELLA
مصطلحات موضوعية: 2nd harmonic of pedestrian-induced load, FE modelling, Human-induced vibration, Operational modal analysi, Steel suspension footbridge, Vibration serviceability, Civil and Structural Engineering, Building and Construction, Mechanics of Material
Time: 2506
وصف الملف: STAMPA
Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000395229300002; volume:132; issue:1; firstpage:16; lastpage:28; numberofpages:13; journal:JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH; http://hdl.handle.net/11311/1009897; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85008912350
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5Academic Journal
المؤلفون: Gomez, Daniel, Villamizar, Sandra, Ortiz, Albert
المصدر: Revista UIS Ingenierías, ISSN 1657-4583, Vol. 21, Nº. 3, 2022 (Ejemplar dedicado a: Revista UIS Ingenierías), pags. 135-152
مصطلحات موضوعية: vertical human-structure interaction, vibration serviceability, pedestrian-induced load, design guidelines, footbridges, structural vibration assessment, walking loading models, vertical dynamic response, crowd-structure interaction, low frequency vibration, interacción vertical humano-estructura, análisis de vibraciones verticales en condición de servicio, carga inducida por peatones, códigos de diseño, puentes peatonales, evaluación de la vibración estructural, modelos de carga para peatones, respuesta dinámica vertical, interacción multitud-estructura, vibración a baja frecuencia
وصف الملف: application/pdf
Relation: https://dialnet.unirioja.es/servlet/oaiart?codigo=9514615; (Revista) ISSN 2145-8456; (Revista) ISSN 1657-4583
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6
المؤلفون: Milojević, Marija, Ljaljević, Strahinja, Racić, Vitomir, Marjanović, Miroslav, Nefovska-Danilović, Marija
المصدر: 16th Congress hosted by Association of Structural Engineers of Serbia
مصطلحات موضوعية: pedestrian-induced load, serviceability, međuspratna konstrukcija, vibration, vibracije, dinamička sila pešaka, floor
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7Academic Journal
المؤلفون: Mariella Diaferio
المساهمون: Diaferio, Mariella
مصطلحات موضوعية: Suspended footbridge, pedestrian-induced load, nonlinear dynamic, continuous model
وصف الملف: STAMPA
Relation: info:eu-repo/semantics/altIdentifier/wos/WOS:000474556700001; volume:48; issue:5; firstpage:568; lastpage:583; numberofpages:16; journal:MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES; http://hdl.handle.net/11589/175669; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85068612357
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8Conference
المؤلفون: Diaferio, Mariella, SEPE, VINCENZO
المساهمون: A. Cunha, E. Caetano, P. Ribeiro, G. Müller editors, Diaferio, Mariella, Sepe, Vincenzo
مصطلحات موضوعية: Nonlinear oscillation, Suspended bridges and footbridge, Pedestrian-induced load, Non-linear dynamics
وصف الملف: ELETTRONICO
Relation: info:eu-repo/semantics/altIdentifier/isbn/978-972-752-165-4; info:eu-repo/semantics/altIdentifier/wos/WOS:000354786601070; ispartofbook:Proceedings of 9th International Conference on Structural Dynamics, EURODYN 2014; 9th International Conference on Structural Dynamics, EURODYN 2014; firstpage:1183; lastpage:1188; numberofpages:6; serie:EURODYN .; http://hdl.handle.net/11564/648076; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84994476511; http://paginas.fe.up.pt/~eurodyn2014/CD/papers/164_MS06_ABS_1623.pdf