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Studies on Response Control Technologies for Building Structures (1 Vibration Tests of the Large Damping Structures)

机译:建筑结构响应控制技术研究(大阻尼结构1次振动试验)

摘要

The "STRUCTUAL RESPONSE CONTROL DESIGN" herein described is anew practical technology which realizes structures having artificial large damping by the "Viscous Damping Wall(in brief VDW)". The VDW is a wall- shaped viscous energy dissipator consisting of a pair of vertical steel plates filled with high viscous fluid. This part reports the results of vibration tests in order to grasp the dynamic characteristics of a 4-story full scale steel model with/without VDWs. In the results, VDWs work as the response acceleration and displacement of the model is reduced to 1/2~1/3, if compare to non - attached ones. The 2nd. mode and higher ones completely disappeared in VDW model. It is necessary to consider increase of structual stiffness due to VDWs.
机译:这里描述的“结构响应控制设计”是一种新的实用技术,它通过“粘性阻尼墙(简称VDW)”实现具有人为大阻尼的结构。 VDW是一种壁形粘性能量耗散器,由一对填充有高粘性流体的垂直钢板组成。本部分报告了振动测试的结果,以便掌握带有/不带有VDW的4层全尺寸钢模型的动态特性。结果表明,与非附加模型相比,VDW的工作原理是模型的响应加速度和位移减小到1/2〜1/3。第二。模式和更高版本在VDW模型中完全消失。有必要考虑由于VDW引起的结构刚度的增加。

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