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Open image in new window Figure 6 Maximum ductility factor.
The maximum storey drift ratio and maximum ductility factor on the first storey reached 1/40 and 2.5, respectively.
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The probabilistic responses of the maximum displacement and displacement ductility factor for a reinforced concrete (RC) flexural member against potential blast loadings are evaluated through a nonlinear dynamic analysis of its equivalent single-degree-of-freedom (SDOF) system.
The effects of near-fault pulse-like ground motions, period normalization, earthquake magnitude, rupture distance, peak ground velocity (PGV), maximum incremental velocity (MIV), structural degrading behavior and ultimate ductility factor μu are evaluated and discussed statistically.
Displacement ductility factor.
Figure 9 presents the secant stiffness versus ductility factor.
The main factor influencing the behavior factor is the ductility factor.
Then the response modification factor is determined as the product of the overstrength factor and the ductility factor.
The response modification factors obtained by multiplying overstrength factor and ductility factor decreased as the number of stories increased.
Also, Fig. 10 shows the ratio of stiffness of unloading to initial stiffness versus ductility factor.
where R µ is the ductility factor of the system and presents the energy dissipation capacity.
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