透過您的圖書館登入
IP:216.73.216.78
  • 期刊

Equipment Fragility Caused by Shock Excitations

並列摘要


Due to its simplicity, shock response spectrum has become widely used as a means of describing the shock responses and fragilities of structures and equipment. This study focuses on the drawbacks of using shock excitation response spectrum for defining equipment shock tolerance. A cantilever beam with a tip mass was used to model a hypothetical equipment, subjected to strong ground motion such as that due to an explosion or a sudden excitation. The exact solution from a detailed modal analysis shows that multiple modes of response were excited. Contributions from higher modes can be more predominant than that from the fundamental mode. Assuming that the total response of the equipment is predominantly in the first mode is erroneous. Current procedures for equipment fragility tests are inadequate, not only due to physical limitations of shake table tests, but also due to the lack of a reliable analytical model.

參考文獻


Pan, Y., Agrawal, A. K. and Ghosn, M., “Seismic Fragility of Continuous Steel Highway Bridges in New York State,” Journal of Bridge Engineering, Vol. 12, No. 6, pp. 689 699 (2007). doi: 10.1061/(ASCE) 1084-0702(2007)12:6(689)
Zhong, J. S., Gardoni, P., Rosowsky, D. and Haukaas, T., “Probabilistic Seismic Demand Models and Fragility Estimates for Reinforced Concrete Bridges with Two-Column Bents,” Journal of Engineering Mechanics, Vol. 134, No. 6, pp. 495 504 (2008). doi: 10.1061/(ASCE)0733-9399(2008)134:6(495)
Liang, C.-C.,Yang, M.-F. and Tai,Y.-S., “Prediction of Shock Response for a Quadrupod-Mast Using Response Spectrum Analysis Method,” Ocean Engineering, Vol. 29, No. 8, pp. 887 914 (2002).
Shattarat, N. K., Symans, M. D., McLean, D. I. and Cofer,W. F., “Evaluation of Nonlinear Static Analysis Methods and Software Tools for Seismic Analysis of Highway Bridges,” Engineering Structures, Vol. 30, No. 5, pp. 1335 1345 (2008). doi: 10.1016/j.engstruct. 2007.07.021
Nielson, B. G. and DesRoches, R., “Seismic Fragility Methodology for Highway Bridges,” Structural Engineering and Public Safety, Proceedings of the 2006 Structures Congress, May 18-21, St Louis, Missouri, pp. 1 9 (2006). doi: 10.1061/40889(201)174

被引用紀錄


王崧年(2014)。網頁視差滾動效果之編輯系統開發〔碩士論文,國立臺中科技大學〕。華藝線上圖書館。https://doi.org/10.6826/NUTC.2014.00020
Tai, J. S. (2013). 可精確解非馬可夫開放系統中之量子邏輯閘最佳化控制 [master's thesis, National Taiwan University]. Airiti Library. https://doi.org/10.6342/NTU.2013.02529
劉嘉響(2010)。高雄縣國民中學教師工作價值觀與知識分享意願之研究〔碩士論文,亞洲大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0118-1511201215463561

延伸閱讀