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6.
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Fragility curves for six classes of precast buildings are presented. Only the type of non-structural components was varied in order to define different variants of invest [...]
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7.
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The derivation of risk-targeted behaviour factor which can be used for the force-based design of structures is presented. The risk-targeted behaviour factor is formulated [...]
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8.
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The pushover-based risk assessment (PRA) method is employed, together with recently proposed dispersion values, for a practice-oriented estimation of the “failure” pr [...]
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9.
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A methodology for probabilistic seismic performance assessment of infilled reinforced concrete frames with consideration of effects of masonry infills on the shear demand [...]
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10.
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Dolsek, M.
Development of nonlinear methods of analysis and powerful software for simulation of seismic response of structures offered a possibility to overcome shortcomings of the [...]
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11.
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Usually seismic design procedures are based on elastic analysis by using design acceleration spectrum, which implicitly takes into account the ability of inelastic energy [...]
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12.
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Design of earthquake-resistant structures according to Eurocod 8 is not based on the concept of acceptable/tolerable probability of exceedance of the near collapse limit [...]
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13.
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A web-based methodology for the prediction of approximate IDA curves, which consists of two independent processes, was recently developed within ICE4RISK project (http:// [...]
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14.
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Progressive incremental dynamic analysis involves precedence list of ground motion records aiming of selecting the most representative ground motions from a set of ground [...]
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15.
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The seismic risk assessment of structures is a complex problem, which combines seismic hazard analysis, structural vulnerability analysis and analysis of socioeconomic im [...]
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