Systems and methods for retrofitting a building for increased earthquake resistance
OwnerW. Charles Perry, Parviz B. Zavarehinventors
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Abstract
A system for retrofitting a building to make the building more earthquake resistant. The system includes a seismically-tuned (S-T) frame. The S-T frame is configured to absorb a first portion of the forces imparted by an earthquake and transfer a second portion of the forces in a distributed manner to areas of a building such that they can be better withstood. The system also includes a rigid truss diaphragm. The rigid truss diaphragm is connected to the S-T frame and configured to transfer the second portion of the forces imparted by an earthquake to an overlying structure.
Claims6
A system for retrofitting a building to make the building more earthquake resistant, the system comprising:
- a seismically-tuned frame;
- configured to:
- absorb a first portion of the forces imparted by an earthquake;
- and
- transfer a second portion of the forces in a distributed manner to areas of a building such that they can be better withstood;
- and
- includes:
- an articulated frame;
- and
- a concentric brace configured to prevent deformation of the articulated frame beyond a predetermined amount;
- a rigid truss diaphragm, wherein the rigid truss diaphragm is:
- connected to the seismically-tuned frame;
- and
- configured to transfer the second portion of the forces imparted by an earthquake to an overlying structure;
- one or more friction bolted connections, wherein the one or more fiction bolted connections:
- are configured to:
- connect the seismically-tuned frame to the rigid truss diaphragm;
- and
- act as a regular non-slip connection until loads are applied in excess of a pre-determined threshold;
- and
- includes:
- an attachment permanently attached to the articulated frame;
- a second attachment configured to secure the rigid truss diaphragm;
- a third attachment configured to secure the concentric brace;
- and
- a bolt configured to increase the compression between the first attachment, second attachment and third attachment;
- a transition configured to connect the rigid truss diaphragm to the overlying structure.
Dependencies are inferred from the claim text.