地铁引起的振动对框架结构的影响及隔振研究-以某教学楼为例

地铁振动对多高层框架结构有一定影响,以广州某教学楼为例进行了研究。首先测量了建筑场地的环境振动,发现场地z向振级大于水平振级,并超出限值要求;将场地最不利加速度时程作为一致激励进行了上部结构的振动响应分析,结果表明3.15-31.5 Hz频段的振动被放大,结构的z向振级逐层增大;对教学楼基底设置钢弹簧隔振装置后,分析结果表明该措施可有效降低23%的地铁振动,并满足限值要求。

Effects of subway vibration on a frame structure and its vibration isolation

The vibration caused by subway has a certain effect on multilayer frame structure and high-rise frame structure. Aimed at the vibration isolation issues of a proposed teaching building located in Guangzhou City, the environmental vibration of the proposed building site was measured. It shows that vertical vibration level of the proposed building site is beyond the limits of codes and higher than horizontal vibration level; In the dynamic response analysis of upper structure, the most unfavorable vibration acceleration time history that we had measured as consistent incentive to the substrate of structure was input. It shows that the vibration of 3.15Hz ~ 31.5Hz is amplified after transmitting to the structure, vertical vibration level of the structure increases layer by layer; The results show that we can effectively reduce the vertical vibration caused by subway by 23% and meet the limits of codes after using steel spring floating vibration isolation in the base of the building.