Seismic isolation assembly
View Patent ↗A seismic isolation assembly is defined by a first support plate and a second support plate disposed in parallel relation with a spacing being provided between the support plates. The first support plate is connected to ground and the second support plate is attached to a structure to be isolated. A set of wire rope isolators are disposed between the first and second support plates as well as at least one linear damper that is angularly disposed and mounted between the first and second support plates.
1. A seismic isolation assembly comprising:
a first support plate configured for fixed attachment to a base;
a second support plate disposed in parallel and substantially centered relation with the first support plate and configured for fixed attachment to a structure and in which a spacing is defined between the first and second support plates;
a plurality of wire rope isolators fixedly mounted in spaced relation between the first support plate and the second support plate, each wire rope isolator having an upper mounting block, a lower mounting block, and a plurality of wire coils introduced through lateral holes formed in each of the upper and lower mounting blocks, each wire rope isolator further having a primary axis disposed along a major dimension of the first and second support plates; and
a plurality of sets of linear dampers, each linear damper including a first end attached to an upper surface of the first support plate and an opposing second end attached to the second support plate, and in which each set of linear dampers is disposed between adjacently spaced wire rope isolators, with each linear damper being mounted at an acute angle between the first and second support plates relative to a plane of said support plates.
2. A seismic isolation assembly as recited in claim 1 ,
wherein in which each set of linear dampers includes at least one linear damper disposed between adjacent wire rope isolators.
3. A seismic isolation assembly as recited in claim 1 , wherein each set of linear dampers is mounted at an angle between about 45 and about 90 degrees relative to the plane established by the first support plate and the second support plate.
4. A seismic isolation assembly as recited in claim 1 , wherein the of linear dampers are hydraulic viscous dampers.
5. A seismic isolation assembly as recited in claim 1 , wherein the major dimension is horizontal.
6. A seismic isolation assembly as recited in claim 2 , wherein each linear damper of each set independently mounted.
7. A seismic isolation assembly as recited in claim 2 , in which each set of linear dampers includes at least two (2) side by side linear dampers disposed in side by side and parallel relation at the acute mounting angle.
8. A method for isolating a ground supported structure from seismic loads, said method comprising:
providing a first support plate attached to ground;
providing a second support plate in parallel relation to the first support plate, the second support plate being attached to the ground supported structure and in which a spacing is defined between the first and second support plates;
mounting a plurality of isolators between the first and second support plates in a planar spaced configuration, each of the isolators being wire rope isolators having an upper mounting block, a lower mounting block, and a plurality of wire coils introduced through lateral holes formed in each of the upper and lower mounting blocks, each wire rope isolator further having a primary axis disposed parallel to the planar configuration of the support plates; and
mounting sets of linear dampers to each of the first and second support plates at respective ends of each linear damper, each linear damper having a fixed end and a movable end, each of the sets of linear dampers being mounted at an acute angle relative to the planar configuration of the support plates and between adjacently spaced isolators.
9. A method as recited in claim 8 , wherein the acute mounting angle of each set of linear dampers is between about 45 and 90 degrees relative to the planar configuration of the support plates.
10. A method as recited in claim 8 , in which each linear damper has a fixed end attached to the first support plate and an axially movable end attached to the second support plate.
11. A method as recited in claim 8 , including the step of disposing at least four wire rope isolators in spaced relation between the first and second support plates and in which each set of linear dampers includes at least two linear dampers angularly disposed and in side by side and parallel relation between adjacent wire rope isolators.
12. A method as recited in claim 8 , in which each damper of the plurality each set of dampers is independently mounted.