The Analysis and Application of the Two Degree-of-Freedom Interaction System
| Autor: | Cheng-Fong Lin, 林正豐 |
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| Rok vydání: | 2000 |
| Druh dokumentu: | 學位論文 ; thesis |
| Popis: | 88 In this research, two degree-of-freedom systems are used to simulate the soil-structure interaction system and parametric studies are performed to explore the influence factor for interaction effect. The differences among the maximum accelerations calculated from three methods : direct analysis method, two-step analysis method and spectrum method are also discussed. The results shows that the relationship between the predominant frequency of earthquakes and the natural frequency of the system is the most important factor influencing the interaction effect. In general, results obtained from the two-step analysis method and the spectrum method cannot completely reflect the interaction effect inherent in the original system.Thus results obtained from these two methods have to be modified in the practical application. |
| Databáze: | Networked Digital Library of Theses & Dissertations |
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