Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Walter, A. (Andrea)"'
Das Monitoring der Anzahl von Frauen in Führungspositionen ist ein wichtiges gleichstellungspolitisches Instrument. Für den Nonprofit-Sektor in Deutschland – der ein bedeutender Arbeitsmarkt für Frauen ist – liegen bislang noch kaum Zahlen zum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______517::715e8fea2407a5c7ac946e9643d9df7e
https://repositorium.uni-muenster.de/transfer/miami/1abacc3b-8d8e-4ae4-9b3b-29267b6066da
https://repositorium.uni-muenster.de/transfer/miami/1abacc3b-8d8e-4ae4-9b3b-29267b6066da
Autor:
Walter, A. (Andrea)
Dieser Literaturbericht zeichnet den aktuellen wissenschaftlichen Diskurs innerhalb der Sozialwissenschaften zum Thema „Frauen in Führung“ nach – und unterscheidet dabei zwischen Befunden zu den Sektoren Markt, Staat und Nonprofit-Sektor. Der
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______517::8342e201ebc87c549b005cd677d07d63
https://repositorium.uni-muenster.de/transfer/miami/f342581d-ac35-42a2-840c-0f71a4aee0ea
https://repositorium.uni-muenster.de/transfer/miami/f342581d-ac35-42a2-840c-0f71a4aee0ea
The common practice considers the masonry infills as non-structural elements neglecting their influence in the evaluation of the seismic performance. However, the damages observed during past earthquakes, as well as the experimental studies carried o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4034::aa9e26103920b2e81afbd223ceb49441
http://digital.casalini.it/4215362
http://digital.casalini.it/4215362
Autor:
M. Di Ludovico, C. Moroni, D. Abruzzese, A. Borri, B. Calderoni, S. Caprili, A. Dall’Asta, F. da Porto, G. De Martino, G. de Matteis, B. Ferracuti, S. Lagomarsino, G. Magenes, A. Mannella, A. Marini, A. Masi, C. Mazzotti, C. Nuti, A. Santoro, L. Sorrentino, E. Spacone, G. M. Verderame, A. Prota, M. Dolce, b, G. Manfredi
Gli eventi sismici registrati a partire dal 24 agosto 2016 hanno interessato quattro regioni dell’Italia centrale. Nella fase di emergenza particolare attenzione è stata posta alla valutazione danno-agibilità degli edifici scolastici al fine di c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::e5d35df364ece00110c3d28e31d18a81
http://hdl.handle.net/11585/624245
http://hdl.handle.net/11585/624245
This paper presents an innovative technique for seismic retrofit of existing masonry wall. The chance to give the structure more resistance against horizontal forces thanks to the use of Cross Laminated Timber is investigated using laboratory tests a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::11d9ab61aa1d23374ec6c3126c0f9b34
http://hdl.handle.net/11585/735628
http://hdl.handle.net/11585/735628
The seismic performance of non-structural components is nowadays recognized to be a key issue in earthquake engineering, as demonstrated by the increasing number of studies on those elements whose failure could affect the immediate post earthquake fu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4034::23f071e8b0c3e0f411140e5d26c364c0
http://digital.casalini.it/9788867418541
http://digital.casalini.it/9788867418541
Autor:
Gattesco, Natalino, Boem, Ingrid
Nell’articolo viene presentato un metodo per la modellazione semplificata di edifici in legno a telaio pesante controventati mediante pareti intelaiate con pannelli chiodati, finalizzato alla valutazione della sicurezza sismica. Il metodo si basa s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::96f85c017026be35c255107022d46a73
https://hdl.handle.net/11368/2965299
https://hdl.handle.net/11368/2965299
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the development of various retrofitting techniques. Among them, the increase of the in-plane stiffness of the floors is normally assumed as an improvement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::978f823c3d0897473beb4e96d86295fc
http://hdl.handle.net/11585/735670
http://hdl.handle.net/11585/735670
La memoria presenta modelli parametrici di fragilità sismica per strutture prefabbricate in calcestruzzo armato, calibrati sulla base di dati osservazionali sul danneggiamento prodotto dal terremoto dell’Emilia del 2012. In particolare è stato cl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::6b896d5c9498cb7abb62c6408a7a6210
http://hdl.handle.net/11585/624699
http://hdl.handle.net/11585/624699