Evaluation of Strength and Stiffness of Infilled RC Frame with Reentrant Corner
- Dharmesh Singh
- Ashish Prajapati
Infill, Asymmetry, Diagonal Strut, SAP 2000.
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.
Dharmesh Singh, Ashish Prajapati. "Evaluation of Strength and Stiffness of Infilled RC Frame with Reentrant Corner".INTERNATIONAL JOURNAL OF ENGINEERING DEVELOPMENT AND RESEARCH ISSN:2321-9939, Vol.3, Issue 2, pp.312-315, URL :https://rjwave.org/ijedr/papers/IJEDR1502059.pdf
Volume 3 Issue 2
Pages. 312-315