Evaluation of Strength and Stiffness of Infilled RC Frame with Reentrant Corner

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Paper Details

Paper Title

Evaluation of Strength and Stiffness of Infilled RC Frame with Reentrant Corner

Authors

Dharmesh Singh, Ashish Prajapati

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Abstract

In this paper, the Seismic behavior of in-filled Reinforced concrete frame having re- entrant corner is evaluated. Plan configuration of these space frames contain reentrant corner, where both projections of the structure beyond a reentrant corner is 33 percent of the plan dimension of the structure in the given direction. Bare and Infilled frames are considered. It is found that infill had beneficial effect in R.C. frame having reentrant corner.

Keywords- Infill, Asymmetry, Diagonal Strut, SAP 2000.

Publication Details

Unique Identification Number - IJEDR1502059
Page Number(s) - 312-315
Pubished in - Volume 3 | Issue 2 | May 2015
DOI (Digital Object Identifier) -
Publisher - IJEDR (ISSN - 2321-9939)

Cite this Article

Dharmesh Singh, Ashish Prajapati, "Evaluation of Strength and Stiffness of Infilled RC Frame with Reentrant Corner", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.3, Issue 2, pp.312-315, May 2015, Available at :http://www.ijedr.org/papers/IJEDR1502059.pdf

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