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@article{144546,
        author = {Jayalakshmi.S and B.Karthick and H.Gokul Ram},
        title = {Behaviour of 3d RC Frame With Flyash Brick In-fill Under Seismic Loading Using E-Tabs & Staddpro},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {3},
        number = {12},
        pages = {179-186},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=144546},
        abstract = {Moderate and severe earthquakes have struck different places in the world, causing severe damage to reinforced concrete structures. Earthquake often effect the bond between the structural elements and masonry in-fills of the building. Brick Masonry in-fills are often used to fill the voids between horizontal and vertical resisting elements of the building frame. An infill wall enhances considerably the strength and rigidity of the structure. It has recognized that frames with in-fills have more strength and rigidity in conditions comparison to the bared frames. In the present study the fly ash bricks are used as infill between the frames. It is more advantages such as light weight material, easy of construction, fire insulation and high strength and stiffness. The project aims in the performance of 3D RC Frame with fly ash brick infill under seismic loading for different story height by using ETABS and STAAD Pro. Results are compared with normal brick masonry infill.},
        keywords = {Flyash},
        month = {},
        }