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The two results are compared and it is observed that IS code method under predict the pull out strength and hence a modification factor is proposed.
Behavior response modification factor is written as follows: R = R_0 times R_{text d}.
The reliability of this method is evaluated and suitable modification factor is proposed.
Therefore, a new closed-form expression for the moment modification factor is proposed and successfully verified.
To account for this severe path dependency, a material dependent non-proportionality modification factor is proposed.
The response modification factor is the ratio required to maintain the structure from elastic to the inelastic design strength.
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On the other hand, the seismic response modification factor was calculated for these systems.
Furthermore, issues of LBRP-MA such as ISL congestion index and cost modification factor are discussed.
A mixed mode modification factor was developed to estimate the fatigue life of CFRP-strengthened steel plates with inclined initial cracks.
Displacement amplification factor (Cd) and response modification factor are determined as follows (Uang and MaaroufR1994): C d = μ × R S Open image in new window (2) R = R μ × R S Open image in new window (3).
Two approaches were used for this purpose; firstly, a modification factor was found to be suitable for Archard's wear equation to be able to account for the effect of relative humidity.
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