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TY  - THES
AU  - Roggendorf, Thomas
TI  - Zum Tragverhalten von Spannbeton-Fertigdecken bei biegeweicher Lagerung
CY  - Aachen
PB  - Publikationsserver der RWTH Aachen University
M1  - RWTH-CONV-124632
SP  - Getr. Zählung : Ill., graph. Darst.
PY  - 2010
N1  - Zsfassung in dt. u. engl. Sprache
N1  - Aachen, Techn. Hochsch., Diss., 2010
AB  - In structural engineering ceilings affect both the building technique and the economic construction. Using precast prestressed hollow core slabs meets the demands of modern design and construction to a high extent. However, the shear resistance of hollow core slabs is considerably reduced if the slabs are bedded on slender beams or girders instead of rigid walls. According to investigations in Finland stresses in transverse direction of the slabs due to flexible supports may lead to a decrease in shear resistance of up to 60
KW  - Querkraft (SWD)
KW  - Spannbeton (SWD)
KW  - Spannbetonbau (SWD)
KW  - Verbundbauweise (SWD)
KW  - Bemessung (SWD)
LB  - PUB:(DE-HGF)11
UR  - https://publications.rwth-aachen.de/record/63178
ER  -