| |
 |
|
|
| Avtorstvo: |
Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
|
| Leto: |
2000 |
| Citat: |
KILAR, Vojko. Nonlinear response of a four storey
R/C building subjected to uni- and bi-directional seismic input. V: ULIĆEVIĆ,
Mladen (ur.), ULIĆEVIĆ, Mladen. International symposium on earthquake
engineering : ISEE 2000 : proceedings. Podgorica: University of Montenegro,
Faculty of Civil Engineering, 2000, str. 185-192, graf. prikazi. |
| Povzetek: |
The
paper presents the results of nonlinear dynamic analyses of a four storey R/C
frame structure subjected to uni-directional and bi-directional ground motion
excitations. In particular, the paper tries to quantify the difference in the
response of a symmetric and two asymmetric variants subjected to uni- and
bi-directional seismic input. Symmetric variant of the selected building was
designed according to the European seismic code provisions (Eurocode 8). The
non-linear dynamic analysis results for five different earthquake records (two
scalings) are presented in terms of displacements, story drifts and ductility
factors for characteristical frames (average values). The asymmetric structural
variants were produced by shifting the center masses toward the perimeter of the
building. All other characteristics remained the same as for symmetric structure
[COBISS.SI-ID 1313889]
|
| Tipologija: |
1.08 Objavljeno predavanje na znanstveni konferenci |
| COBISS ID |
1313889 Polni zapis iz sistema COBISS |
|
Vpisal 2009/06/10 11:56
|
|
