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SEISMIC REINFORCING FRAME STRUCTURE AND SEISMIC STRUCTURE USING THE SAME

机译:抗震框架结构和使用相同结构的抗震结构

摘要

PROBLEM TO BE SOLVED: To prevent unnecessary bending moment and shearing force from being applied to a support which constitutes a seismic reinforcing frame, in arranging the seismic reinforcing frame structure irrespective of an existing structure or a new structure.;SOLUTION: The seismic response control reinforcing frame structure 7 is constituted of a support 4 which is erected between a relatively lower layer side slab 2 or subsoil and an upper layer side slab 3 and are vertically separated into upper and lower support members 41, 42, of an insulating device 5 which is interposed between the upper and lower support members 41, 42 and allows both the supports members 41, 42 to relatively move horizontally therebetween, and of a damper integrated brace 6 bridged between the support 4 and the slabs 2, 3 or the subsoil. The support member 41 located at the lowermost part is connected to either the lower layer side slab 2 or the subsoil, the support member 42 located at the upper most part is connected to the upper layer side slab 3, one end of the damper integrated brace 6 is connected to either the support member 41 at the lowest part of the support 4 or the support member 42 at the upper most part, the other end being connected to the upper layer side slab 3 or to the lower layer side slab 2 or to the subsoil.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:在布置抗震框架结构时,无论是否存在现有结构或新结构,为防止不必要的弯矩和剪切力施加到构成抗震框架的支撑上;解决方案:地震响应控制加强框架结构7由支撑件4构成,该支撑件4竖立在相对下层的侧板2或底土与上层的侧板3之间,并垂直地分成绝缘装置5的上,下支撑构件41、42。减震器一体式支撑件6插入在上支撑构件41和下支撑构件42之间,并且允许两个支撑构件41、42在它们之间相对水平地移动,并且在支撑件4与板2、3或地下土之间架设阻尼器一体式支架6。位于最下部的支撑构件41连接至下层侧板2或底土,位于最上部的支撑构件42连接至上层侧板3,阻尼器一体式支撑的一端。在图6中,另一端与上层侧板3或下层侧板2连接,或者与最上层的支撑板42连接。地下土壤;版权所有:(C)2005,JPO&NCIPI

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