Ductility reduction factors for masonry-Infilled reinforced concrete frames

Show simple item record

dc.contributor.author Kumar, Manish
dc.contributor.author Rai, Durgesh C.
dc.contributor.author Jain, Sudhir Kumar
dc.date.accessioned 2014-03-17T10:41:51Z
dc.date.available 2014-03-17T10:41:51Z
dc.date.issued 2015-02
dc.identifier.citation Kumar, Manish; Rai, Durgesh. C. and Jain, Sudhir. K., “Ductility reduction factors for masonry-Infilled reinforced concrete frames”, Earthquake Spectra, DOI: 10.1193/110512EQS322M, vol. 31, no. 1, pp. 339-365, Feb. 2015.
dc.identifier.issn 8755-2930
dc.identifier.uri http://dx.doi.org/10.1193/110512EQS322M
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/852
dc.description.abstract Masonry infilled RC frames are popular structural systems; however, there is lot of uncertainty in their response under seismic loads. Using the data from past experimental studies, a simple force-deformation model with three control points was developed. Effect of the model parameters was examined on ductility reduction factors (DRFs) and ductility demands (DDs). Statistical tests indicated that the ratio of the residual strength to the peak strength was the most significant parameter. The traditional approach of determining DRF ordinates through iteration for an assumed value of ductility may result in inappropriate values of DRF due to non-monotonic relationship between DRF and DD. Constant ductility charts were developed appropriately accounting for the non-monotonicity. It was found that the allowable DRF may be much higher if relatively weaker infill compared to the frame is used, which underscores the need for modification in codal provisions as they allow relatively stronger infill. en_US
dc.description.statementofresponsibility by Manish Kumar, Durgesh C. Rai and Sudhir Kumar Jain
dc.format.extent vol. 31, no. 1, pp. 339-365
dc.language.iso en en_US
dc.publisher Earthquake Engineering Research Institute en_US
dc.subject Damping system en_US
dc.subject Masonry infilled frames en_US
dc.subject Near fault ground motion en_US
dc.subject Nonlinear time history analysis en_US
dc.subject Regression equation en_US
dc.subject Response reductions en_US
dc.subject SDOF system en_US
dc.subject Supplemental viscous damping en_US
dc.title Ductility reduction factors for masonry-Infilled reinforced concrete frames
dc.type Article en_US
dc.relation.journal Earthquake Spectra


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record

Search Digital Repository


Browse

My Account