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PRESENTED BY
MEGHAJ KUMAR MALLICK
MCA (1ST YEAR,1ST SEMESTER)
MC/25017/18
 A signature of these methods is their reliance
upon the generally accepted observation that
the peak inelastic response of a structure
during an earthquake can be represented by
an equivalent linear elastic model that is
derived from an undamaged model.

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Secant method in Numerical & Statistical Method

  • 1. PRESENTED BY MEGHAJ KUMAR MALLICK MCA (1ST YEAR,1ST SEMESTER) MC/25017/18
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  • 16.  A signature of these methods is their reliance upon the generally accepted observation that the peak inelastic response of a structure during an earthquake can be represented by an equivalent linear elastic model that is derived from an undamaged model.