Numerical and Experimental Analysis of the Nonlinear Response of Reinforced Concrete Frame Structure from Seismic Effects

Ivana Veghova

doi:10.4028/www.scientific.net/KEM.738.205

Paper Titles

Influence of Contact of Damaged Reinforced Concrete Beam and Strengthening Slab for Deformation and Resistance of Reinforced Element in the Long-Term Loading
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Analysis of Model Foundation Slab Focused on Strain Gauge Measurement
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Design of Bitumen Asphalt Belt Sliding Joint Based on Experiment Results
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Experimental Assessment of Structural Damping of Industrial Boiler Structure
p.195

Numerical and Experimental Analysis of the Nonlinear Response of Reinforced Concrete Frame Structure from Seismic Effects
p.205

Frequent Failures of FRC Industrial Floors
p.217

The Possible Causes of Damage to Concrete Tanks, Numerical Experiment of Fluid-Structure-Soil Interaction
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The Strengthening of Reinforced Concrete Structures
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Analysis of Permanent Lining of Branisko Tunnel
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 738Numerical and Experimental Analysis of the...

Numerical and Experimental Analysis of the Nonlinear Response of Reinforced Concrete Frame Structure from Seismic Effects

Abstract:

Using capacity spectrum method was analyzed frame reinforced concrete structures. Capacity spectrum method has been used to analyse frame reinforced concrete structures. Geometry, material properties and reinforced cross sections were designed by experimental tested model of reinforced concrete frame joints in the scale of 1:1. The results were compared with the results of the analysis of the structure of the same geometrical characteristics but of standard material properties of concrete and steel.

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Periodical:

Key Engineering Materials (Volume 738)

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205-214

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.738.205

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Online since:

June 2017

Authors:

Ivana Veghova*

Keywords:

Capacity Spectrum Method, Nonlinear Analysis, Reinforced Concrete Frame, Seismic Load

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