Abstract
This study focuses on Reinforced Concrete infilled frames that are related with the high-rise buildings for analyzing the seismic effects. The high-rise buildings are focusing more on seismic effect due to the failure in masonry infills. The failures in the masonry infills are studied by many authors and the stiffness are also increased to overcome this issue. The stiffness was improved by inserting an elastic material at the interface portion of RC element and Masonry infills. So that the rigidity was reduced at the point of interface and the stiffness were also improved by many researchers. Here in this study the masonry infills are studied by real time manner by placing the window opening in the masonry infills. These effects were also studied by some authors but this study deals with optimizing the size of the windows and location of the window for development of stiffness property. The stiffness behavior is studied when the lateral pressure is introduced to the frame as a static monotonic loading.
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