Resilient Response of Cohesionless Soil Under Cyclic Loading
碩士 === 國立成功大學 === 水利及海洋工程學系 === 106 === Stiffness Degradation Model (SDM) is proposed by Kuo (2008), SDM is one of method to calculate the permanent deformation responses of offshore wind turbine foundation and is suggested by the BSH standard “Design of Offshore Wind Turbines”.SDM contains two stif...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2018
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Online Access: | http://ndltd.ncl.edu.tw/handle/qkmb7x |