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A mixed mode modification factor was developed to estimate the fatigue life of CFRP-strengthened steel plates with inclined initial cracks.
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.
Mixed mode modification factor was derived from test results of 36 specimens to predict the fatigue life of CFRP-strengthened steel plates initially inclined cracked with various degrees of damage.
On the other hand, the seismic response modification factor was calculated for these systems.
The mean value of additional resistance (R 0) was equal to 1.05 for wall with lateral brace and, finally, the value of the response modification factor was obtained as 1.87 (Table 9).
In the case of HMPD, the pitch modification factor was applied to all f0(t i ) values, without any distinction between voiced and unvoiced segments, while in STRAIGHT unvoiced segments were obviously kept unvoiced.
Similar(44)
To account for this severe path dependency, a material dependent non-proportionality modification factor is proposed.
Furthermore, issues of LBRP-MA such as ISL congestion index and cost modification factor are discussed.
Therefore, a new closed-form expression for the moment modification factor is proposed and successfully verified.
Response modification factor is one of the seismic design parameters to consider nonlinear performance of building structures during strong earthquake.
For this purpose, a new terminology referred to as the quantitative imbalance and operation modification factor were defined and the operating conditions of furnace required to minimize the imbalances were investigated with computational fluid dynamics (CFD).
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