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논문 기본 정보

자료유형
학술저널
저자정보
Yang Gao (Shijiazhuang Tiedao University) Yujing Jiang (Nagasaki University) Yanliang Du (Shijiazhuang Tiedao University) Qian Zhang (Shijiazhuang Tiedao University) Fei Xu (Shijiazhuang Tiedao University)
저널정보
국제구조공학회 Smart Structures and Systems, An International Journal Smart Structures and Systems, An International Journal Vol.21 No.5
발행연도
2018.1
수록면
583 - 590 (8page)

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초록· 키워드

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Nowadays, many tunnels have been commissioned for several decades, which require effective inspection methods to assess their health conditions. The ambient vibration test has been widely adopted for the damage identification of concrete structures. In this study, the vibration characters of tunnel lining shells built with forepoling method was analyzed based on the analytical solutions of the Donnell-Mushtari shell theory. The broken rock, foreploing, rock-concrete contacts between rock mass and concrete lining, was represented by elastic boundaries with normal and shear stiffness. The stiffness of weak contacts has significant effects on the natural frequency of tunnel lining. Numerical simulations were also carried out to compare with the results of the analytical methods, showing that even though the low nature frequency is difficult to distinguish, the presented approach is convenient, effective and accurate to estimate the natural frequency of tunnel linings. Influences of the void, the lining thickness and the concrete type on natural frequencies were evaluated.

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