Abstract In this paper, stiffness based damage index (DI c ) is introduced and expressed as a simple formula based on nonlinear response got from nonlinear static procedures. It is useful because only once the pushover has to be performed for the inertia loads obtained from equivalent static method given in BIS 1893, to show the degree of damage of structure in question. It is employed to the damage assessment of example RC frames representing different structures. To extend DI c for different performance levels defined in FEMA 356, the damage values are related to drift based damage index. Results show that DI c agrees with drift damage values and is valuable tool for practical applications.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Seismic damage assessment of reinforced concrete structure using non-linear static analyses



    Published in:

    Publication date :

    2016-07-07


    Size :

    12 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English




    Seismic damage assessment of reinforced concrete structure using non-linear static analyses

    Saleemuddin, Mohd. Zameeruddin Mohd. / Sangle, Keshav K. | Online Contents | 2017



    Seismic vulnerability assessment of strengthened Glass Fiber Reinforced Concrete (GFRC)

    Qureshi, Liaqat Ali / Ahmad, Junaid / Salahuddin, Hammad | Online Contents | 2017


    Seismic capacity estimation of Steel Plate Concrete (SC) shear wall specimens by nonlinear static analyses

    Cho, Sung Gook / Park, Woong-Ki / So, Gi-Hwan et al. | Online Contents | 2015


    Seismic capacity estimation of Steel Plate Concrete (SC) shear wall specimens by nonlinear static analyses

    Cho, Sung Gook / Park, Woong-Ki / So, Gi-Hwan et al. | Springer Verlag | 2014