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This design is without diagonal reinforcements and considers constructability and excess strength.
R S is the excess strength factor of the system and Y is the allowable stress factor.
For long hydration times (up to 6 months), the excess strength due to fly ash pozzolanic activity is quantified by the difference between the strengths of mortars containing the same proportions of inert and pozzolanic admixtures with the same fineness.
To assess the stiffness, the factor of ductility, the factor of excess strength,the behavior factor and the probability of failure of knee braced systems, a building like the one depicted in Fig. 2 with the below characteristics has been studied.
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A fracture occurs when the bone tissue is subjected to tensile, compressive, or shear forces in excess of its strength.
Under these conditions, we found large stress drop in the shallower parts and minimum strength excess at the free surface.
Any structure or component can be made to fail if it is subjected to loadings in excess of its strength.
Fig. 6 Distribution of the potential stress drop (a) and the strength excess (b) for Model S. Looking up from southwest.
If (sigma_{3}) is between these two values, the strength excess is higher and the stress drop is lower than cases C and D on the Futagawa fault (Fig. 6b); thus, the rupture is unlikely to propagate to the Futagawa fault.
First of all, we can confirm the overall tendency of stress drop and the strength excess to increase as a function of depth, due to the depth-dependent overburden pressure.
Figure 6 shows the amount of potential stress drop and the strength excess ((= mu_{s} tau_{n} - tau_{t})), corresponding to the absolute value of the Coulomb failure stress, on the fault surface.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com