CAJ | 학술논문

探讨通过位移条件判断高墩的稳定性，以此丰富现有的判断条件。基于理论推导求得矩形截面（包括双薄壁）桥墩在风荷载及自重作用下的位移函数，发现双薄壁墩合理截面的内在关系，并通过有限元计算及与实际双薄壁墩截面的对比验证其正确性。通过理论推导提出了高墩稳定性的位移判断条件，此方法简单，方便，准确度较高。
탐토통과위이조건판단고돈적은정성，이차봉부현유적판단조건。기우이론추도구득구형절면（포괄쌍박벽）교돈재풍하재급자중작용하적위이함수，발현쌍박벽돈합리절면적내재관계，병통과유한원계산급여실제쌍박벽돈절면적대비험증기정학성。통과이론추도제출료고돈은정성적위이판단조건，차방법간단，방편，준학도교고。
Currently stability of tall piers primarily be judged through eigenvalue analysis,and the stability judged by the displacement conditions will be explored through the article,enriching existing judgment conditions.Displacement function of the pier is obtained which based on the theoretical deriva-tion of rectangular cross section (including dual thin-walled)under its own weight and wind loads,and found the intrinsic relationship of a reasonable cross-section of the double thin pier,and the finite ele-ment calculation and the actual Double Thin-walled pier contrast verifies its correctness.A displacement-determined condition of high pier stability is put forward through theoretical derivation,and the method is simple,convenient and high accuracy.