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1.
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The risk-based design of buildings using nonlinear analysis is a challenging task. A question how to design components for non-simulated failure still remains unsolved. T [...]
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2.
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The 3R method (Response analysis, Record selection, Risk-based decision making), which is used to check the adequacy of structural collapse safety by few nonlinear dynami [...]
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3.
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Reinforced concrete structures in seismic areas are designed according to the capacity design approach, aiming to achieve ductile global collapse mechanisms dissipating t [...]
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4.
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A seismic loss estimation methodology for masonry buildings is briefly presented and its use is demonstrated by estimating seismic losses for a traditional and modern mas [...]
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5.
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An engineering risk-based multi-level stress test, named ST@STREST, is proposed aimed at enhancing procedures for evaluation of the risk exposure of critical non-nuclear [...]
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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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