The Institute of Theoretical and Applied Mechanics 9 records found  Search took 0.05 seconds. 
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Holický, M.
Wind actions are commonly expressed as products of time invariant and time variant components. The time invariant components are considered here by the product C = cp cg [...]
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Wind actions depend on the time variant component q  =  ρv2/2, where v denotes wind speed, ρ the volume density of air, and on the time invariant component C characte [...]
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Numerical methods of structural analysis enable consideration of material and geometrical non-linearity of reinforced concrete structures. While the effect of variability [...]
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At present considerable effort of architects and civil engineers is aimed at re-use of industrial buildings in order to preserve their cultural and heritage value and to [...]
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Specification of the target reliability levels is a key issue of the assessment of existing bridges in emergency and crisis situations. ISO 2394 indicates procedures for [...]
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Holický, M.
Codified design procedures allowing for reliability differentiation and changing production quality are verified using reliability-based analysis. Selected reinforced con [...]
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The concept of global resistance and load factors provides a rational approach to reliability verification of reinforced concrete structures that require non-linear or dy [...]

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1 Holicky, Milan
8 Holický, M.
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