The Nonlinear Analysis of the Seismic Response of a Reinforced Concrete Structure, Subjected to a Statically Equivalent Action
Author(s):Tomme: 63 (67) | Fascicle: 3 | 2017
Pages: 25-32
Abstract text:
The objectives of this paperwork are the linear and nonlinear analysis of the seismic response of a considered reinforced concrete frame structure and the analogy of the results achieved by both methods. We have observed the successional materialization of plastic hinges at every calculation point and we have identified the lateral force-top displacement curve, as resulted from the software. The analysis of the lateral displacements at Ultimate Limit State (ULS) and Serviceability Limit States (SLS) has been.
Key Words:
plastic hinges; nonlinear analysis; lateral displacement
Author(s) Information
Onea Florin ŢepeşAffiliation: University Ovidius of Constantza, Faculty of Civil Engineering
Email: tflorin@univ-ovidius.ro
Daniel Tudorache
Affiliation: University Ovidius of Constantza, Faculty of Civil Engineering
Email:
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