CAJ | 학술논문

院埋地管道抗震设计的控制要素是受外力作用下的管道变形以及由此而形成的分段管道接点之间的相对位移，分析了由地震引起的管道变形和相对接点位移的上限。本文提出了用伪静力分析的模型来研究各种物理作用，地质学以及地震学参数的结构抗震设计。
원매지관도항진설계적공제요소시수외력작용하적관도변형이급유차이형성적분단관도접점지간적상대위이，분석료유지진인기적관도변형화상대접점위이적상한。본문제출료용위정력분석적모형래연구각충물리작용，지질학이급지진학삼수적결구항진설계。
The control elements of the seismic design of buried pipelines is the tube deformation and the relative displacement between the segment pipeline junction affected by the under external force. This paper analyzes the caps of the tube deformation and the relative joint displacement caused by earthquakes. This paper presents a pseudo-static analysis model to study various physical role, geology and seismology parameters seismic design.