Lateral resistance of steel frames with masonry infill (CROSBI ID 601127)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Radić, Ivan ; Markulak, Damir ; Sigmund, Vladimir
engleski
Lateral resistance of steel frames with masonry infill
The behaviour prediction of frame structures with masonry infill exhibited under lateral loading is still relatively complex. Although such composite constructions are frequently applied in buildings, there are no practice oriented models for their design, as it is the case with most other types of building systems. The use of existing approaches can lead to inadequate or overestimated load capacities, as different models are more or less suitable for certain applications and can give diverse results for the same system. This paper presents some of the modelling approaches used in strength prediction of steel frames with masonry infill. Based on experimental results of constitutive parts properties (steel material, masonry elements, mortar), is shown implementation of an equivalent diagonal model prediction using nonlinear and linear strength envelopes. Results gained by this investigation will serve for an experimental investigation on a steel one story – one bay frame with different types of masonry infill.
steel frame; masonry infill; numerical models; experimental testing
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Podaci o prilogu
2013.
objavljeno
Podaci o matičnoj publikaciji
MLADÝ VEDEC/YOUNG SCIENTIST 2013
Platko, Peter ; Eštoková, Adriana ; Karelová, Zuzana
Košice: Faculty of Civil Engineering, Technical University of Košice
978-80-553-1305-4
Podaci o skupu
Young Scientist 2013 The 5th PhD. Student Conference of Civil Engineering and Architecture under the auspices of the Civil Engineering Faculty Dean assoc. prof. Vincent Kvočák, PhD.
predavanje
10.04.2013-12.04.2013
Herľany, Slovačka