



Avtorstvo: 
Matjaž DOLŠEK // 1.01 Izvirni znanstveni članek Peter FAJFAR // 1.01 Izvirni znanstveni članek

Leto: 
2002 
Citat: 
DOLŠEK, Matjaž, FAJFAR, Peter. Mathematical
modelling of an infilled RC frame structure based on the results of
pseudodynamic tests. Earthquake eng. struct. dyn., 2002, vol. 31, str.
12151230, graf. prikazi. 
Povzetek: 
In this paper, a technique is presented which
employs the results of pseudodynamic tests for the development of a
mathematical model. This technique, described by means of the mathematical
modelling of a threestorey reinforced concrete frame building with infill in
the bottom two storeys, which was tested at ELSA in Ispra, proved to be
effective and to lead to a fairly accurate structural model. The results of
analyses suggest that the global nonlinear seismic response of reinforced
concrete frames with masonry infill can be adequately simulated by a relatively
simple mathematical model, which combines beam elements with concentrated
plasticity, simple connection elements, and wquivalent strut elements
representing the infill walls (provided that the infill does not fail out of
plane and that no shear sliding failure occurs) [COBISS.SIID 1660513]

Tipologija: 
1.01 Izvirni znanstveni članek 
COBISS ID 
1660513 Polni zapis iz sistema COBISS 
Vpisal 2009/06/10 11:56

