2018-06-012024-05-18https://scholars.lib.ntu.edu.tw/handle/123456789/699447摘要：當地震發生時，樁基礎一方面會受到上部結構慣性力傳至基礎的作用力，另一方面也會受到地盤運動所施加的作用力，在強震作用下，基礎構材在上述作用力作用下極易發生損害。大部分的基礎耐震設計僅考量結構物慣性力傳至基礎的作用力，而忽略地盤運動效應，然而對於軟弱地盤，尤其是地震時地盤變位顯著的情況，若忽略地盤運動效應，則會低估樁基礎的地震需求。因此本研究將針對樁基礎之耐震設計需求，發展可同時考量結構慣性力及地盤運動效應之分析方法，並考量樁構材的非線性行為，據以完整評估強震下樁基礎之反應及損害情況，供工程設計、地震損害評估分析使用。<br> Abstract: When an earthquake occurs, piles will be subgected to an action of inertia loads from the superstructure, and on the other hand, they will be subgected to an action of kinematic loads from ground movement. Due to these two effects, piles are susceptible to damage under strong earthquakes. A complete analys needs to include the two effects described above. In this study, we are going to develop a analysis method to consider both the inertia and kinematic effects. In addition, the nonlinearity of pile material is considered. By this method, the response and damage of pile foundations under strong earthquakes can be completely evaluated for use of engineering design and earthquake damage evaluation.樁基礎慣性力效應地盤運動效應損害分析耐震設計Pile foundationsInertial effectKinematic effectDamage analysisSeismic design.