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    Nonlinear Analysis Of Building Structure On Seismic Response With Lead Rubber Bearing (LRB)

    Nonlinear Analysis Of Building Structure On Seismic Response With Lead Rubber Bearing (LRB)

    Nguyen Khanh Hung, MSc - Nguyen Dinh DU, MSc

    Faculty of Civil Engineering, Lac Hong University, Viet Nam

    ABSTRACT. The vibration of the nail has a great influence on the structure above. The main reason is caused by earthquakes. Overcoming and controlling this issue has always been constantly researched by domestic and international scientists. One of the solutions that created superiority was the isolation between the foundation and the above structure, the "softening", which is the isolated pillow (LRB). A 15-storey building is surveyed, the nonlinear element is also considered. The obtained results are compared with fixed pillows to see the effect of the selected method.

    KEYWORDS. lead-rubber bearing, building structure, earthquake, nonlinear analysis

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