本文針對實際的高科技廠房，加以配置液流阻尼器來進行防震措施之研究。在地小人稠的台灣，因實際空間運用之需求，高科技廠房結構已由只有一層軟弱層，增加為兩層或多層軟弱層。該樓層相對於其他樓層來說，對地震之抵抗能力較其他正常層相差甚遠。

　　藉由有限元素分析軟體ETABS 8.08版，建立一個六樓結構模型，其第一、四樓層為軟弱層，針對此具軟弱層之特殊結構，除分析其動力行為外，並提出以液流阻尼器進行補強防震之構想，試以諸多不同補強策略進行分析，互相比對其防震功能。分析結果顯示，適當之防震補強措施，無論在位移和加速度，均能發揮控制效果，達到增加結構耐震能力的目的。

　　The high tech fab which has relatively weaker stories is designed and built in order to afford enough space for the needs of the line of the production. Only external columns are designed in such stories with relatively very big spans. Consequently, the resistance to earthquake is relatively small for those weaker floors when compared to other floors which are normally designed with inner columns.

　　By means of numerical analysis with ETABS 8.08 software package, a six-story structure model is established with the first and fourth stories designed to be weak floors mentioned above. In addition to the dynamic analysis, various policies for aseismatic purposes by using fluid dampers are investigated and analyzed to this model structure. Results show the proper aseismatic measures do provide positive control purpose in the aspects of variables such as displacement and acceleration to this model structure with weak stories.

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