Pregled bibliografske jedinice broj: 13701
In-plane Stiffness of the Prussic Caps
In-plane Stiffness of the Prussic Caps // IABSE Colloquium Berlin 1998 "Saving Buildings in Central and Eastern Europe" / Spaethe, G. (ur.).
Zürich: International Association for Bridge and Structural Engineering (IABSE), 1998. str. 184-186 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 13701 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
In-plane Stiffness of the Prussic Caps
Autori
Sigmund, Vladimir ; Guljaš, Ivica ; Bošnjak-Klečina, Mirjana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IABSE Colloquium Berlin 1998 "Saving Buildings in Central and Eastern Europe"
/ Spaethe, G. - Zürich : International Association for Bridge and Structural Engineering (IABSE), 1998, 184-186
Skup
Saving Buildings in Central and Eastern Europe
Mjesto i datum
Berlin, Njemačka, 04.06.1998. - 05.06.1998
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
masonry; Prussian caps; strengthening; stiffness distribution; justification
Sažetak
Prussian caps (flat masonry arches) were used very often as a masonry slab structure in living houses on the verge of the century. While transfer of the vertical loads is clear, for the in-plane acting horizontal loads (wind, earthquake, etc.) remain several doubts to be cleared. Floor slab is commonly assumed as an infinitely stiff membrane which performs force transfer and distribution to the vertical bracing elements. In this work, we have tried to analyze: a.)stiffness of the Prussian caps and their ability to withstand the in-plane loading ; b.) meaning of the strengthening with an additional thin concrete slab ; c.) stiffness and load distribution among the two systems.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Napomena
+6str. na CD
