Faculty of Civil and Geodetic Engineering, Ljubljana (FGGLJ)
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Probabilistic seismic performance assessment of infilled RC frame buildings [Elektronski vir]Celarec, Daniel, 1981 ; Dolšek, MatjažA methodology for the probabilistic seismic performance assessment of infilledreinforced concrete frames with consideration of shear failure of columns is presented. It is based on an iterative ... pushover procedure, which involves pushover analysis, post-processing of the analysis results using limit-state checks of the components, and model adaptation if shear failure ofcolumns is detected. By means of an example of a four storey building it is shown that the shear failure of columns due to the effects of masonry infill may have a significant impact on the seismic response of reinforced concrete frames with masonry infills. The damage in the structural elements and the collapse mechanism differ significantly to those where the shear failure of columns is neglected in the analysis. Consequently, the mean annual frequency of limit-state exceedance was significantly larger than that estimated withoutconsideration of the shear failure of the columns.Source: 15th World Conference on Earthquake Engineering [Elektronski vir] : 24 to 28 september 2012, Lisbon, Portugal (Str. 1-9)Type of material - conference contribution ; adult, seriousPublish date - 2012Language - englishCOBISS.SI-ID - 5979233
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Celarec, Daniel, 1981 | 29480 |
Dolšek, Matjaž | 18793 |
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