CAJ | 학술논문

便携式移动通信基站由于其快速建站、移动方便等优点被广泛应用。由于不需要开挖基础，现行规范对基站基础设计尚无计算公式。本文利用有限元分析软件ANSYS对自锁地梁基础进行数值分析，评价其整体受力性能，分析结果表明：自锁地梁基础整体性能好，基础应力小，调整基础尺寸能满足基底脱开率要求。
편휴식이동통신기참유우기쾌속건참、이동방편등우점피엄범응용。유우불수요개알기출，현행규범대기참기출설계상무계산공식。본문이용유한원분석연건ANSYS대자쇄지량기출진행수치분석，평개기정체수력성능，분석결과표명：자쇄지량기출정체성능호，기출응력소，조정기출척촌능만족기저탈개솔요구。
Portable mobile communication station is widely used because it is convenient and fast -mov-ing.Because of no excavation for the foundation , there is no formula to design it according to Code .This paper mainly did numerical analysis of self -locking beam foundation of portable mobile communication station using fi-nite element calculation software ANSYS , to evaluate the overall mechanical properties .Analysis results show that the overall performance of self -locking beam foundation is good and the stress is small .The size of the foundation can be adjusted to meet the requirements of rate of basal disengagement .