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| Avtorstvo: |
Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
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| Leto: |
2000 |
| Citat: |
FAELLA, Giuseppe, KILAR, Vojko, MAGLIULO, Gennaro.
Symmetric 3D R/C buildings subjected to bi-directional input ground motion. V:
12th World conference on earthquake engineering, Auckland, New Zeland :
12WCEE 2000. Auckland: New Zeland Society for Earthquake Engineering, 2000,
str. [1-8], graf. prikazi. |
| Povzetek: |
The influence of the orthogonal horizontal
component of the input ground motion on the seismic response of a reinforced
concrete building is analysed by carrying out a comparison with the response
under unidirectional excitation. To gain reliable results, a preliminary phase
of the paper is devoted to the numerical modelling of a four storey full scale
r/c bare frame building tested in the ELSA laboratory at Ispra. The beams are
idealised by uniaxial bending models; the columns either by multi-spring models
either by two coupled uniaxial bending models in order to identify the modelling
which better matches the experimental results. The numerical analysis of the
seismic response of the building under bi-directional input ground motion is
performed for using an ensemble of five real earthquakes. The results are
analysed in terms of global and local response parameters. It is shown that the
increment in damage produced by the action of the orthogonal horizontal
component is particularly evident when the seismic behaviour is analysed at the
local level of the member sections [COBISS.SI-ID 885089]
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| Tipologija: |
1.08 Objavljeno predavanje na znanstveni konferenci |
| COBISS ID |
885089 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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