发明名称 |
Systems and methods for retrofitting a building for increased earthquake resistance |
摘要 |
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. |
申请公布号 |
US9316012(B2) |
申请公布日期 |
2016.04.19 |
申请号 |
US201313871805 |
申请日期 |
2013.04.26 |
申请人 |
|
发明人 |
Perry W. Charles;Zavareh Parviz B. |
分类号 |
E04H9/02 |
主分类号 |
E04H9/02 |
代理机构 |
|
代理人 |
Van Gilder Derek R. |
主权项 |
1. 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; andtransfer a second portion of the forces in a distributed manner to areas of a building such that they can be better withstood; andincludes:
an articulated frame; anda 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; andconfigured 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; andact as a regular non-slip connection until loads are applied in excess of a pre-determined threshold; andincludes:
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; anda 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. |
地址 |
|