The Institute of Theoretical and Applied Mechanics 8 records found  Search took 0.05 seconds. 
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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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The paper presents some results of a study on the seismic response of two variants of the three-story reinforced concrete frame structure SPEAR. The basic structure is re [...]
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In the paper, a practice-oriented procedure for the seismic assessment of building structures is summarized. It is based on the N2 method, which has been implemented in E [...]
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In most existing reinforced concrete structures the deformation capacity deteriorates due to the low cycle fatigue effect. In order to take this effect into account in a [...]
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Simplified inelastic procedures used in seismic design and assessment combine the nonlinear static (pushover) analysis and the response spectrum approach or nonlinear dyn [...]
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6 Fajfar, Peter
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