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Exact(1)
Furthermore, as shown in Fig. 8, in the case of debonding failure after rebar yielding, P dc = P yc, and thus, Eq. (23) can be simplified as below; where P yc is the load capacity of the control beam at rebar yielding.
Similar(58)
With this model, in (17) can be simplified as (23).
Therefore, System (1) can be simplified as follows.
α n ′ i, k. can be simplified as follows.
When p=1, the prediction model can be simplified as follows.
When, the above equation can be simplified as (28).
The above equation may be simplified as follows.
This joint PDF can be simplified as follows: (B2).
Then, Equation 2 can be simplified as (3a) (3a).
The inequalities in Equation 22 can be simplified as (23).
Consequently, the value of can be simplified as (18).
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Justyna Jupowicz-Kozak
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