The Dynamic Soil Properties and Simplified Model for Building-soil System
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 86 === Since soil has unlimited-extension character. The analysis of dynamic soil-structure interaction becomes very complicated if the finite element method is used for simulation of the soil. To simplify the analytical model, the beam elements are utilized to...
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1998
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ndltd-TW-086NTUST5120412015-10-13T17:30:24Z http://ndltd.ncl.edu.tw/handle/64370807326379817458 The Dynamic Soil Properties and Simplified Model for Building-soil System 建築結構系統之動態土壤參數與簡化模示分析 潘明松 碩士 國立臺灣科技大學 營建工程技術學系 86 Since soil has unlimited-extension character. The analysis of dynamic soil-structure interaction becomes very complicated if the finite element method is used for simulation of the soil. To simplify the analytical model, the beam elements are utilized to simulate the soil. As the soil modal is subjected to the earthquakes, the shear modului and damping ratio of soil layers will vary with strain and time. The characteristics of these properties are investigated and applied to the beam elements for simulation of the soil. Site data are then used to prove the accuracy of this simulation. Results of this study show that the structure frequency has influence on converged shear modului and damping ratio, only at low frequencies. The converged value of shear modului at the same depth become smaller as the frequency of the load to the soil frequency. The frequency content of the earthquake seams to have less influence on the dynamic shear modului and damping ratios than the PGA. In general, the use of beam elements annunciated with the converged shear modului and damping ratios for the simplified soil model and for the analysis of dynamic soil- structure interaction has proved to be very accurate and efficient. Shi-Shuenn Chen 陳希舜 1998 學位論文 ; thesis 0 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 86 === Since soil has unlimited-extension character. The analysis of dynamic soil-structure interaction becomes very complicated if the finite element method is used for simulation of the soil. To simplify the analytical model, the beam elements are utilized to simulate the soil. As the soil modal is subjected to the earthquakes, the shear modului and damping ratio of soil layers will vary with strain and time. The characteristics of these properties are investigated and applied to the beam elements for simulation of the soil. Site data are then used to prove the accuracy of this simulation. Results of this study show that the structure frequency has influence on converged shear modului and damping ratio, only at low frequencies. The converged value of shear modului at the same depth become smaller as the frequency of the load to the soil frequency. The frequency content of the earthquake seams to have less influence on the dynamic shear modului and damping ratios than the PGA. In general, the use of beam elements annunciated with the converged shear modului and damping ratios for the simplified soil model and for the analysis of dynamic soil- structure interaction has proved to be very accurate and efficient.
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author2 |
Shi-Shuenn Chen |
author_facet |
Shi-Shuenn Chen 潘明松 |
author |
潘明松 |
spellingShingle |
潘明松 The Dynamic Soil Properties and Simplified Model for Building-soil System |
author_sort |
潘明松 |
title |
The Dynamic Soil Properties and Simplified Model for Building-soil System |
title_short |
The Dynamic Soil Properties and Simplified Model for Building-soil System |
title_full |
The Dynamic Soil Properties and Simplified Model for Building-soil System |
title_fullStr |
The Dynamic Soil Properties and Simplified Model for Building-soil System |
title_full_unstemmed |
The Dynamic Soil Properties and Simplified Model for Building-soil System |
title_sort |
dynamic soil properties and simplified model for building-soil system |
publishDate |
1998 |
url |
http://ndltd.ncl.edu.tw/handle/64370807326379817458 |
work_keys_str_mv |
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