Evaluation of Seismic Demand for Substandard Reinforced Concrete Structures
|Published in:||The Open Construction and Building Technology Journal, December 2018, n. 1, v. 12|
Reinforced Concrete (RC) buildings with no seismic design exhibit degrading behaviour under severe seismic loading due to non-ductile brittle failure modes. The seismic performance of such substandard structures can be predicted using existing capacity demand diagram methods through the idealization of the non-linear capacity curve of the degrading system, and its comparison with a reduced earthquake demand spectrum.
Modern non-linear static methods for derivation of capacity curves incorporate idealization assumptions that are too simplistic and do not apply for sub-standard buildings. The conventional idealisation procedures cannot maintain the true strength degradation behaviour of such structures in the post-peak part, and thus may lead to significant errors in seismic performance prediction especially in the cases of brittle failure modes dominating the response.
In order to increase the accuracy of the prediction, an alternative idealisation procedure using equivalent elastic perfectly plastic systems is proposed herein that can be used in conjunction with any capacity demand diagram method.
Moreover, the performance of this improved equivalent linearization procedure in predicting the response of an RC frame is assessed herein.
This improved idealization procedure has been proven to reduce the error in the seismic performance prediction as compared to seismic shaking table test results  and will be further investigated probabilistically herein.
|Copyright:||© 2018 Nicholas Kyriakides, Ahmad Sohaib, Kypros Pilakoutas, Kyriakos Neocleous, Christis Chrysostomou, Elia Tantele, Renos Votsis|
This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.
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