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In comparison to bare RC frames, partially infilled frames have more lateral load capacity.
According to a previous study, one must consider that valgus positioning of the stem leads to more lateral load transfer and pattern changes of the DEXA.
Figure 4 also represents that the pile at the slope of an angle 1 2.5 was having more lateral load carrying capacity than the pile at other sloped ground s of an angle 1 2 and 1 1.5.
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The more lateral the loading line intersected the knee, the more pressure was redistributed laterally.
More powerful lateral loads occur as a result of unpredicted events such as heavy wind, earthquakes, slope failure, and lateral spread induced by liquefaction.
It has been found that SFRC model piles with steel fiber reinforcement ratios of 1% and 1.5% are capable of providing more ductility and higher lateral load carrying capacity while taking lower bending moments compared with the concrete model pile.
To increase the power production from wind energy, wind turbines have increased in size and mass, which makes them more vulnerable to lateral loads such as seismic induced forces, wind loads, and in the case of offshore wind turbines, wave loads.
It is shown that code-specified design lateral load patterns are more suitable for long period flexible-base structures; whereas a trapezoidal design lateral-load pattern can provide the best solution for short period flexible-base structures.
Having conducted two cyclic experiments on an RC moment-resisting frame and an RC frame with steel bracings, Youssef et al. (2007) came to the conclusion that the braced frame has more ductility and can resist greater lateral load.
The most efficient high-rise structure would meet the lateral load criteria using no more material than would be required for carrying the building gravity load alone; in other words, it would have no premium for height.
The increase in lateral load capacity when combined with increasing axial loading is more for higher sloped ground when compared with the increase in capacity for increasing axial load on a lesser sloped ground.
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