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The relations between (mu) and (R_{mu }) given in Table 1 are used to determine the energy modification factor (Newmark and Hall 1982).
Equation (2) is summarized as follows: gamma frac{{Delta_{eu} }}{{Delta_{y} }} = frac{{ 2Delta_{u} - Delta_{y} )}}{{Delta_{eu} }}, (3) γ is an energy modification factor that is dependent on the ductility ((mu)) and ductility reduction factor ((R_{mu } )) of the structure that change based on fundamental period.
Similar(58)
Design of Structures to resist seismic load depends on the theory of dissipation in elastic of energy that already exists in response modification factor "R-factor".
Design of the structures to resist seismic force depends on the theory of dissipation in elastic energy that already exists in response modification factor "R-factor".
The concept of response modification factor is based on the ductile behavior of the structure to absorb seismic energy as well as delay in structure failure.
Modification factor.
Modification factor for concrete with no cracking.
The modification factor [=0.51 in Eq. (3)].
Thus, the time scale factor is equal to the required modification factor for OQ.
He also calculated the ratio of displacement amplification factor and response modification factor.
Then the response modification factor is determined as the product of the overstrength factor and the ductility factor.
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