[1]Hakuno, M., Shidawara, M. and Hara, T., “Dynamic destructive test of a cantileverbeam controlled by an analog-computer Transactions Japan Society of Engineers, 1-9 (1969)
[2]Takanashi, K. et al., “Nonlinear earthquake response analysis of structures by a computer actuator online system Transactions Architectural Instruction Japan, 229,77-83 (1975)
[3]Nakashima et al., “Development of real-time pseudo-dynamic testing Earthquake Engineering and Structural Dynamics, 21(1):79-92 (1992)
[4]Chung, W. J., Yun, C. B., Kim, N. S. and Seo., J. W. “Shaking table and pseudodynamic tests for the evaluation of the seismic performance of base-isolated structures Engineering Structures, 365-379 (1999)
[5]Horiuchi, T., M. Inoue, T. Konno and W. Yamagishi., “Development of a real-time hybrid experimental system using a shaking table - (Proposal of experiment concept and feasibility study with rigid secondary system) JSME International Journal Series C-Mechanical Systems Machine Elements and Manufacturing 42: 255-264, (1999)
[6]Reinhorn, A.M., Sivaselvan M.V., Liang Z., Shao X., “Real-time dynamic hybrid testing of structural systems World Conference on Earthquake Engineering, (2004)
[7]T.Y. Yang, G. Mosqueda and B. Stojadinovic., “Evaluating the quality of hybrid simulation test using an energy based approach World Conference on Earthquake Engineering, (2008)
[8]Lu, L. Y., C. C. Lin, G. L. Lin, C. Y. Lin (2010) Experimental and analysis of a fuzzy-controlled piezoelectric seismic isolation system Journal of sound and Vibration, Vol. 329,No. 11, 1992-2014.
[9]Lu, L. Y., G. L. Lin, C. Y. Lin “Experimental verification of a piezoelectric smart isolation system Structural Control and Health Monitoring, Vol. 18, No. 8, 869-889. (2011)
[10]Lu, L. Y., G. L. Lin, C. Y. Lin “Experiment of an ABS-type control strategy for semi-active friction isolation systems. Smart Structures and Systems, Vol.8, No.5, 501-524. (2011)
[11]Lin, G. L., C.C. Lin, L. Y. Lu, Y. B. Ho(2012) Experimental verification of seismic vibration control using semi-active friction tuned mass damper. Earthquake Engineering ans structural Dynamics, Vol. 41, No.4,813-830
[12]許敬昀,「摩擦型調諧質量阻尼器系統之混合實驗驗證」,國立成功大學研究所,碩士論文,(2014)[13]何玉泊,「半主動摩擦調諧質量阻尼器之振動台試驗與減振分析」,國立中興大學土木研究所,碩士論文,(2010)[14]甯威鈞,「半主動壓電式摩擦型調諧質量阻尼器系統混合實驗驗證」,國立成功大學土木研究所,碩士論文,(2015)[15]羅仕杰,「記憶體共享光纖網路設備於即時擬動態實驗之初步研究」,國立暨南國際大學土木工程研究所,碩士論文,(2005)[16]張微敬,田石柱,歐進萍,「模型結構的磁流阻尼減振控制試驗研究」,工程力學,第23卷,第10期,(2006)
[17]王大鵬,張洪濤,田石柱,歐進萍,「基於MTS計算命令控制的試驗系統」,建築科學與工程學報,第24卷,第1期,(2007)
[18]顏呈璁,「多重取樣量測對擬動態實驗誤差之影響」,國立成功大學土木工程研究所,碩士論文,(2009)[19]吳依寰,「摩擦型阻尼器之擬動態實驗與震動台驗證」,國立成功大學土木工程研究所,碩士論文,(2011)
[20]朱凱業,「多項式變曲率滑動支承之混合實驗」,國立成功大學土木工程研究所,碩士論文,(2013)[21]林錦隆,「半主動隔震系統之抗震應用研究」,國立高雄第一科技大學工程科技研究所,碩士論文,(2008)[22]賈博宇,「MTS793振動台操作手冊」,國立成功大學土木工程研究所,振動台使用手冊,(2016)