Application of hybrid simulation method for seismic performance evaluation of RC coupling beams subjected to realistic boundary condition

Author:

Park Jamin1ORCID,Strepelias Elias2ORCID,Stathas Nikos2ORCID,Kwon Oh‐Sung1ORCID,Bousias Stathis2ORCID

Affiliation:

1. Department of Civil and Mineral Engineering University of Toronto Toronto Canada

2. Department of Civil Engineering University of Patras Patras Greece

Funder

Natural Sciences and Engineering Research Council of Canada

Mitacs

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference27 articles.

1. Response of Heavily Reinforced High-Strength Concrete Coupling Beams

2. Seismic behavior of short coupling beams with different reinforcement layouts;Galano L;ACI Struct J,2000

3. Implementation of high‐performance fiber reinforced concrete coupling beams in high‐rise core‐wall structures;Lequesne R;ACI Spec Publ,2011

4. Cyclic Tests of Reinforced Concrete Coupling Beam with Intermediate Span-to-Depth Ratio

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