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The poles were then subjected to lateral loading and unloading through a specially designed frame.
The first is a specially designed frame buffer which improves the data access efficiency and provides a big data throughput.
In [13], a reduced-CP SC-FDE system is proposed where the CP length is reduced using specifically designed frame structures.
Also, the solution is more general than those presented earlier, facilitating the imposition of constraints, such as symmetry, on the designed frame vectors.
In this way, it can happen that a plastic designed frame is not as safe as elastic designed one if both are calculated for the same security spaces.
Numerical verification of the method indicates that the maximum inter-storey drift ratios (MIDR) of the two designed frame structures in comparison to their respective targets are conservative to some extent.
Similar(54)
The properties of the designed frames are presented in Fig. 11.
Both gravity load designed frames and moment resisting frames are analysed.
The estimated reliabilities for the designed frames using both procedures are in good agreement.
The seismic performance of the designed frames is examined at various seismic intensity levels.
Both earthquake-resistant and gravity-load designed framed buildings were assessed as being representatives of two building classes.
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