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.
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