公开(公告)号：US5090166A

公开(公告)日：1992-02-25

申请号：US601399

申请日：1990-10-23

申请人： Donald L. Johnson ,  Roger A. LaBoube ,  Suresh C. Satsangi

发明人： Donald L. Johnson ,  Roger A. LaBoube ,  Suresh C. Satsangi

IPC分类号： E04B1/24 ,  E04B7/02 ,  E04C3/40

CPC分类号： E04B7/022 ,  E04B1/24 ,  E04C3/40 ,  E04B2001/2415 ,  E04B2001/2487 ,  E04B2001/2496 ,  Y10T403/44

摘要： An improved rectilinear building structure using diagonal tension members to resist racking to improve the tolerance of transitory transverse loads such as those that are produced by seismic occurrences. The improvement comprises placing a resilient pad in compression between at least one end of a tension member and a structural member whereby the resilient pad is compressed when the tension member is under tension so that the resilient pad deforms under the transitory transverse load thereby increasing the ductility of the structure before fracture of the tension member occurs.

摘要翻译： 改进的直线建筑结构，使用对角拉力构件抵抗堆垛，以改善诸如由地震发生产生的横向载荷的临时横向载荷的公差。 改进之处在于，将弹性垫片放置在张紧构件的至少一端和结构构件之间的压缩中，由此当张紧构件处于张力时弹性垫被压缩，使得弹性垫在瞬时横向载荷下变形，从而增加延展性 的结构发生在张力构件断裂之前。