- 期刊
SEISMIC RESPONSE OF AN ARCH-BEAM INTERACTING WITH SEQUENTIAL MOVING TRAIN LOADS
並列摘要
Considering the axial-flexural coupling nature of an arch bridge subjected to seismic wave, this paper is aimed at investigation of dynamic response for a train moving over a railway arch-bridge shaken by horizontal ground motions. For analytical formulation, the arch bridge is idealized as a flat-rise parabolic arch with constant sectional properties uniformly distributed along the horizontal span and the train moving over it as a sequence of identical sprung mass units with constant intervals. To perform dynamic analysis of vehicle-bridge system shaken by horizontal earthquakes, an incremental-iterative procedure is proposed in this study. From numerical results, the multiple support motion induced by seismic wave propagation plays a key factor in affecting the dynamic response of the arch-bridge/ vehicle system during earthquakes.
延伸閱讀
- Chang, C. C., & Wang, Y. M. (2007). The Dynamics and Control of an Moving Mass Traveling on an Initially Curved Beam. Journal of Marine Science and Technology, 15(4), 273-277. https://doi.org/10.6119/JMST.200712_15(4).0001
- 王秋文（2007）。Seismic Behavior of Structures with Passive Tuned Mass Damper〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2007.10223
- 曾信超（2010）。Dynamic Response of Beam on Elastic Foundation under Moving Loads by SCEM〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2010.02443
- 陳柏諺（2015）。The Effect of High Strength Stirrup Layout on Seismic Behavior of New RC Beams〔碩士論文，國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0412201512085295
- 王翊丞（2011）。Dynamic response of track structures in transitional sections induced by high speed moving trains〔碩士論文，國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2011.02177