uplift in core walls
uplift in core walls
(OP)
Hello,
Is it possible to eliminate uplift in core walls? The reason for this, is that, we need to isolate the core walls by providing precompressed bearing or strip elastomer bearing at the bottom of the cores, since it is required to anticipate the effect of vibration coming from a nearby railroadtrack. Basically, the main idea,is that for the core walls to have sufficient gravity loads to far outweigh any horizontal force coming from the wind,therefore, hoping this will result in eliminating any uplift on the core walls, is it possible to do this? Any ideas will be greatly appreciated
Is it possible to eliminate uplift in core walls? The reason for this, is that, we need to isolate the core walls by providing precompressed bearing or strip elastomer bearing at the bottom of the cores, since it is required to anticipate the effect of vibration coming from a nearby railroadtrack. Basically, the main idea,is that for the core walls to have sufficient gravity loads to far outweigh any horizontal force coming from the wind,therefore, hoping this will result in eliminating any uplift on the core walls, is it possible to do this? Any ideas will be greatly appreciated






RE: uplift in core walls
RE: uplift in core walls
RE: uplift in core walls
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