A Study on Optimum Design of Joint Dampers Connecting Two Towers (The Case of Connecting Two Same Height Towers at Multiple Points)

Mitsuru KAGEYAMA; Yuzuru YASUI; Kazuto SETO

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A Study on Optimum Design of Joint Dampers Connecting Two Towers (The Case of Connecting Two Same Height Towers at Multiple Points)

机译：连接两塔的联合阻尼器的优化设计研究（多点连接两座相同高度的塔的情况）

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A large number of ancient five-storied pagoda in Japan has survived strong earthquakes over centuries, proving its structural advantage. Typical structure of pagoda, consisted of self--supporting outer tower and inner core post, yields friction and collision between outer and inner structures. Similar mechanism can be applied to modern buildings exited by earthquakes or strong wind to absorb response energy efficiently. This paper presents a passive vibration control system which utilize the above-mentioned mechanism. The system consists of joint dampers which connected two high rise towers of the same height. The dampers locate every three to four stories between two towers. The method to obtain the optimum distribution of joint dampers is described. An example is presented through a numerical simulation showing the effectiveness of the presented scheme.

机译：日本许多古老的五层宝塔在几个世纪以来的强烈地震中幸存下来，证明了其结构优势。宝塔的典型结构由自支撑的外塔和内芯柱组成，在外结构与内结构之间产生摩擦和碰撞。类似的机制可以应用于地震或强风造成的现代建筑，以有效吸收响应能量。本文提出了一种利用上述机制的被动振动控制系统。该系统由关节阻尼器组成，该阻尼器连接了两个相同高度的高层塔。阻尼器在两座塔之间每三到四个楼层定位一次。描述了获得关节阻尼器最佳分布的方法。通过数值模拟给出了一个例子，显示了所提出的方案的有效性。

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来源
《日本機械学会論文集. C編》 |1999年第630期|103-112|共10页
作者
Mitsuru KAGEYAMA; Yuzuru YASUI; Kazuto SETO;
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原文格式 PDF
正文语种 jpn
中图分类机械学（机械设计基础理论）;
关键词
Vibration Control; Damping; Seismic Motion; Optimum Design; Joint Dampers;

机译：振动控制;阻尼地震运动优化设计;联合阻尼器;

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7. A Study on Optimum Design of Joint Dampers Connecting Two Towers. The Case of Connecting Two Same Height Towers at Multiple Points. [O] . Mitsuru KAGEYAMA, Yuzuru YASUI, Kazuto SETO 1999

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A Study on Optimum Design of Joint Dampers Connecting Two Towers (The Case of Connecting Two Same Height Towers at Multiple Points)

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