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.

Secant method in Numerical & Statistical Method

  • 1.
    PRESENTED BY MEGHAJ KUMARMALLICK MCA (1ST YEAR,1ST SEMESTER) MC/25017/18
  • 16.
     A signatureof 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.