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Pushover-based seismic risk assessment and loss estimation of masonry buildingsSnoj, Jure, gradbenik ; Dolšek, MatjažA pushover-based seismic risk assessment and loss estimation methodology for masonry buildings is introduced. It enables estimation of loss by various performance measures such as the probability of ... exceeding a designated economic loss, the expected annual loss, and the expected loss given a seismic intensity. The methodology enables the estimation of the economic loss directly from the results of structural analysis, which combines pushover analysis and incremental dynamic analysis of an equivalent SDOF model. The use of the methodology is demonstrated by means of two variants of a three-storey masonry building both of which have the same geometry, but they are built, respectively, from hollow clay masonry (model H) and solid brick masonry (model S). The probability of collapse given the selected design earthquake corresponding to a return period of 475 years was found to be negligible for model H, which indicates the proper behaviour of such a structure when designed according to the current building codes. However, the corresponding probability of collapse of model S was very high (46%). The expected total loss given the design earthquake was estimated to amount to 28 000 % and 290 000 %, respectively, for models H and S. The expected annual loss per 100 m2 of gross floor area was estimated to amount to 75 % and 191 %, respectively, for models H and S. For the presented examples, it was also observed that nonstructural elements contributed more than 50% of the total loss.Vir: Earthquake engineering & structural dynamics. - ISSN 0098-8847 (Letn. 49, št. 6, maj 2020, str. 567-588)Vrsta gradiva - članek, sestavni del ; neleposlovje za odrasleLeto - 2020Jezik - angleškiCOBISS.SI-ID - 21692931
Avtor
Snoj, Jure, gradbenik |
Dolšek, Matjaž
Teme
IKPIR 50let |
potresno inženirstvo |
gradbene konstrukcije |
pričakovana letna izguba |
opečni votlaki |
ocena izgube |
verjetnost porušitve |
ocena potresnega tveganja |
opeka |
earthquake engineering |
structural engineering |
expected annual loss |
hollow clay masonry |
loss estimation |
probability of collapse |
seismic risk assessment |
solid brick masonry
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Snoj, Jure, gradbenik | 32691 |
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