Syed Ahsan Kaleem - Academia.edu (original) (raw)
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Reinforced concrete frames structures with unreinforced masonry infill walls are prevailing in de... more Reinforced concrete frames structures with unreinforced masonry infill walls are prevailing in developing countries like India with regions of high seismicity. The aim of this study is to compare different response parameter on the effect of different masonry infill materials for reinforced concrete frames . For this purpose G+14 RC framed building were model with different infill materials and Response spectrum method has been executed for the analysis as per IS1893:2002 using Etabs software. The variation of base shear, storey drift, and displacement were obtained by the analysis of three RC frame models viz. bare frame, in-filled frame and open first storey frames were carried out. For modelling of infill wall, Equivalent diagonal strut method is used to find out the width of strut using FEMA approach. The results are compared and shown in the form of graphs. The results show that with addition to opening, hollow concrete block and fly ash brick frame in-filled models exhibit sup...
Reinforced concrete frames structures with unreinforced masonry infill walls are prevailing in de... more Reinforced concrete frames structures with unreinforced masonry infill walls are prevailing in developing countries like India with regions of high seismicity. The aim of this study is to compare different response parameter on the effect of different masonry infill materials for reinforced concrete frames . For this purpose G+14 RC framed building were model with different infill materials and Response spectrum method has been executed for the analysis as per IS1893:2002 using Etabs software. The variation of base shear, storey drift, and displacement were obtained by the analysis of three RC frame models viz. bare frame, in-filled frame and open first storey frames were carried out. For modelling of infill wall, Equivalent diagonal strut method is used to find out the width of strut using FEMA approach. The results are compared and shown in the form of graphs. The results show that with addition to opening, hollow concrete block and fly ash brick frame in-filled models exhibit sup...