A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Based on prescribed fire time-temperature conditions the response of planar reinforced concrete frame structures was obtained at selected time intervals in terms of temperature distributions, forces, moments and displacements. Temperature dependent thermal and mechanical material properties as well as creep, shrinkage, tensile cracking and crushing were considered in this analysis. The behavior was described in terms of forces, stresses, strains and displacements. (Modified author abstract)
Based on prescribed fire time-temperature conditions the response of planar reinforced concrete frame structures was obtained at selected time intervals in terms of temperature distributions, forces, moments and displacements. Temperature dependent thermal and mechanical material properties as well as creep, shrinkage, tensile cracking and crushing were considered in this analysis. The behavior was described in terms of forces, stresses, strains and displacements. (Modified author abstract)
Structural Capacity of Reinforced Concrete Columns Subjected to Fire Induced Thermal Gradients
H. Bizri (author)
1973
206 pages
Report
No indication
English
Structural Analyses , Structural members , Thermal analysis , Structural analysis , Fire resistance , Mathematical models , Numerical analysis , Mechanical properties , Thermodynamic properties , Columns(Supports) , Reinforced concrete , High temperature tests , Stress strain diagrams , Plates(Structural members) , Fire protection , Theses , Finite element analysis
Structural Capacity of Reinforced Concrete Columns Subjected to Fire Induced Gradients
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