Untitled Document
Kontakt | Prijava
IKPIR: BIBLIOGRAFIJE: COBISS-ID: 885089 Ljubljana,  

 

Avtorstvo: Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
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]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 885089 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56