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Evaluation of pounding effects between reinforced concrete frames subjected to far-field earthquakes in terms of damage index

Abstract

In this paper, three different damage indexes were used to detect nonlinear damages in two adjacent Reinforced Concrete (RC) structures considering pounding effects. 2-, 4- and 8-story benchmark RC Moment Resisting Frames (MRFs) were selected for this purpose with 60%, 75%, and 100% of minimum separation distance and also without any in-between separation gap. These structures were analyzed using the incremental dynamic analysis method under 44 far-field ground motion records. Comparison of the results between the MRFs with and without considering pounding effects show that collisions lead to a decrease in the values of coefficient of determination and the nonlinear damage occurs in lower seismic intensity. As a result, using the damage indexes, nonlinear damages can be detected during a specific seismic intensity. Moreover, considering a minimum separation distance leads to an increase in the coefficient of determination between the damage index and the maximum story drift ratio. Furthermore, due to pounding, shorter MRFs are damaged more significantly than the taller structures.

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DOI:
Digital Object Identifier (open in new tab) 10.1007/s10518-021-01259-x
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Details

Category:
Articles
Type:
artykuły w czasopismach
Published in:
Bulletin of Earthquake Engineering no. 20, pages 1219 - 1245,
ISSN: 1570-761X
Language:
English
Publication year:
2022
Bibliographic description:
Hosseini S. H., Naderpour H., Vahdani R., Jankowski R.: Evaluation of pounding effects between reinforced concrete frames subjected to far-field earthquakes in terms of damage index// Bulletin of Earthquake Engineering -Vol. 20,iss. 2 (2022), s.1219-1245
DOI:
Digital Object Identifier (open in new tab) 10.1007/s10518-021-01259-x
Sources of funding:
  • Free publication
Verified by:
Gdańsk University of Technology

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