Seismic Response of Reinforced Concrete Frame Buildings with Different Ductility Classes Using EC8 and EC2 - Dissertation Example

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Seismic Response of Reinforced Concrete Frame Buildings with Different Ductility Classes Using EC8 and EC2

The paper tells that over the years gradually there have been greater advancements in the various concrete structures and measures that can be applied for the construction of buildings. In the present times, thus, the strength theory is significantly considered in building constructions. Load factors have been found to be necessary for the determination of the concrete structures used for the construction purposes. The strength theory focuses on the ultimate strength design that makes use of inelastic strains thus distributing the stress of loads uniformly. The concept of reinforced concrete was first initiated in Japan during the 1950s. However in the initial times, the use of the RC buildings was not considered as significant, a situation that has modified in the present times. Considering natural calamities like the earthquake, it is essential that the constructed buildings are based on such materials that are capable of resisting such calamities. Ductility or robustness of the concrete structures plays a significant role in this regard. However obtaining the necessary concrete structures might require the application of advanced technologies that at times may be difficult for developing countries to achieve. Reinforced concrete materials are easily available as well as they are economical in nature. Its characteristic stiffness provides efficient support to the constructed buildings in situations of earthquakes. Damages, to a great extent, can be reduced through such measures. ...
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Summary

The primary aim of the current study is to learn about the seismic response of reinforced concrete frame buildings with different ductility classes using EC8 and EC2, these being the two of several forms of Eurocodes involved in construction of buildings. …
Author : morargregory
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