caa a22 4500 388067837 CHVBK 20180307125138.0 cr unu---uuuuu 161130e199909 xx s 000 0 eng 10.1017/S172771910000040X doi S172771910000040X pii (NATIONALLICENCE)cambridge-10.1017/S172771910000040X Use of Simple Model to Predict the Forced Vibration Responses of Hualien Model Structure [Elektronische Daten] This paper uses a simple model, the lumped single-degree-of-freedom system on rigid mat foundation, to investigate the effects of soil-structure interaction on the dynamic response of a soil-structure system. Based on that, the key parameters affecting the natural frequency of a soil-structure system can be easily identified and be used to assess the effects of soil-structure interaction. Accordingly, it was used to simulate the dynamic response of the forced vibration tests conducted at Hualien, Taiwan. Results obtained show that the simple model can predict the field responses very satisfactorily. Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 1999 Soil-structure interaction nationallicence Simplified analytical model nationallicence Forced vibration test nationallicence Chen Cheng-Hsing Department of Civil Engineering, National Taiwan University, Taipei, Taiwan 10617, R.O.C. Yang Shuh-Hua Department of Civil Engineering, National Taiwan University, Taipei, Taiwan 10617, R.O.C. Journal of Mechanics Cambridge University Press 15/3(1999-09), 117-126 1727-7191 15:3<117 1999 15 JOM https://doi.org/10.1017/S172771910000040X text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1017/S172771910000040X text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Chen Cheng-Hsing Department of Civil Engineering, National Taiwan University, Taipei, Taiwan 10617, R.O.C NATIONALLICENCE 700 1- Yang Shuh-Hua Department of Civil Engineering, National Taiwan University, Taipei, Taiwan 10617, R.O.C NATIONALLICENCE 773 0- Journal of Mechanics Cambridge University Press 15/3(1999-09), 117-126 1727-7191 15:3<117 1999 15 JOM CC0 http://creativecommons.org/publicdomain/zero/1.0 nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-cambridge