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Over 40% of operational down-times are caused by poor network designs or system capacity failures, which can be avoided with regular network health assessments.
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Their stiffness, ductility, moment resistance capacity, failure modes and seismic behavior were analyzed.
The basic design approach for these structures is to design against sliding, overturning, or bearing capacity failure.
Such an equation has been proved to be able to capture seismic bearing capacity failure of berms in Taiwan.
Range of problem variables were considered in a way that the possibility of bearing capacity failure is low enough.
In addition, the connection between the reinforcement and CC wall can be safely against bearing capacity failure.
The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure.
Based on the results, deformation in sand corresponds to general bearing capacity failure and deformation in peat shows punching shear failure.
Ultimate moment capacity, failure modes, cracking pattern, and strain values in the bars have been determined and used in the analysis.
The experimental behaviors of test specimens including damage development process, load-deformation responses, stiffness degradation, energy dissipation capacity, failure pattern and ductility were discussed.
Capacity failure was not observed even after 50,000 cycles; specifically 90% of initial capacity was observed when the cell was cycled at 0.17 mA cm−2 in voltages of 1.0 2.7 V.
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