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  1. NTU Theses and Dissertations Repository
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  3. 地質科學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/50544
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor吳逸民(Yih-Min Wu)
dc.contributor.authorRen-Cheng Yinen
dc.contributor.author尹仁正zh_TW
dc.date.accessioned2021-06-15T12:45:26Z-
dc.date.available2017-08-24
dc.date.copyright2016-08-24
dc.date.issued2016
dc.date.submitted2016-07-25
dc.identifier.citationAllen, R. V. (1978). Automatic earthquake recognition and timing from single traces, Bull. Seismol. Soc. Am. 68, 1521–1532.
Andrejašic, M. (2008, March). Mems accelerometers. In University of Ljubljana. Faculty for mathematics and physics, Department of physics, Seminar.
Havskov, J., & Alguacil, G. (2004). Instrumentation in earthquake seismology (Vol. 358). New York: Springer.
Holland, A. (2003). Earthquake data recorded by the MEMS accelerometer: Field testing in Idaho. Seismological Research Letters, 74(1), 20-26.
Hsieh, C. Y., Wu, Y. M., Chin, T. L., Kuo, K. H., Chen, D. Y., Wang, K. S., ... & Ker, S. H. (2014). Low Cost Seismic Network Practical Applications for Producing Quick Shaking Maps in Taiwan. Terrestrial, Atmospheric & Oceanic Sciences, 25(5).
Kohler, M. D., Heaton, T. H., & Bradford, S. C. (2007). Propagating waves in the steel, moment-frame factor building recorded during earthquakes. Bulletin of the Seismological Society of America, 97(4), 1334-1345.
Ma, K. F., Brodsky, E. E., Mori, J., Ji, C., Song, T. R. A., & Kanamori, H. (2003). Evidence for fault lubrication during the 1999 Chi‐Chi, Taiwan, earthquake (Mw7. 6). Geophysical Research Letters, 30(5).
Miranda, E. (2006). Use of probability‐based measures for automated damage assessment. The Structural Design of Tall and Special Buildings, 15(1), 35-50.
MRl, H. M. (2003). Multi-Hazard Loss Estimation Methodology: Earthquake Model. Department of Homeland Security, FEMA, Washington, DC.
Naeim, F., Hagie, S., Alimoradi, A., & Miranda, E. (2006). Automated post-earthquake damage assessment of instrumented buildings. In Advances in Earthquake Engineering for Urban Risk Reduction (pp. 117-134). Springer Netherlands.
Nakata, N., Snieder, R., Kuroda, S., Ito, S., Aizawa, T., & Kunimi, T. (2013). Monitoring a Building Using Deconvolution Interferometry. I: Earthquake‐Data Analysis. Bulletin of the Seismological Society of America, 103(3), 1662-1678.
Snieder, R., & Şafak, E. (2006). Extracting the building response using seismic interferometry: Theory and application to the Millikan Library in Pasadena, California. Bulletin of the Seismological Society of America, 96(2), 586-598.
Todorovska, M. I., & Trifunac, M. D. (2008). Impulse response analysis of the Van Nuys 7‐storey hotel during 11 earthquakes and earthquake damage detection. Structural control and health monitoring, 15(1), 90-116.
Wu, Y. M., Chen, D. Y., Lin, T. L., Hsieh, C. Y., Chin, T. L., Chang, W. Y., ... & Ker, S. H. (2013). A high‐density seismic network for earthquake early warning in Taiwan based on low cost sensors. Seismological Research Letters, 84(6), 1048-1054.
Wu, Y. M., & Lin, T. L. (2014). A test of earthquake early warning system using low cost accelerometer in Hualien, Taiwan. In Early Warning for Geological Disasters (pp. 253-261). Springer Berlin Heidelberg.
Yilmaz, Ö. (2001). Seismic data analysis (Vol. 1, pp. 74170-2740). Tulsa: Society of exploration geophysicists.
黃幼榮. (2014). 轉向架脫軌振動台實驗與數值模擬分析. 中原大學土木工程研究所學位論文, 1-143.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/50544-
dc.description.abstract國立臺灣大學的地震預警團隊和一家科技公司合作開發出名為Palert的微機電系統加速度計作為地震預警用途,其最大的優點為價格相對低廉。另一方面,當地震來發生時,結構物的健康監測也十分重要,但由於硬體設備的價錢昂貴,使得結構物健康監測的發展受到了限制。因此,若將Palert應用於結構物健康監測,或許可以使結構物健康監測普及化。此研究作為以此目的的前期研究,以驗證Palert用來做結構物健康監測的可行性。
為了要診斷結構物的狀況,我們應用兩種方法。第一種方法是根據Nakata et al.的方法去評估國家地震工程研究中心裡振動台實驗室的鋼架構的基頻。結果顯示用Palert所評估的基頻和國家地震工程研究中心的高性能加速計和資料擷取系統所評估出的基頻相似,並且其頻率符合結構物的受損狀態。第二個方法是應用易損性曲線在相同的目標結構物上。將每一層樓在實驗中測到的最大樓層位移比做為易損性曲線的輸入參數,我們可以得到各個樓層發生不同等級損傷的機率。結果顯示Palert偵測損傷位置的能力較差,但是作為整體結構物的損傷存在與否是可接受的。
此研究證實了Palert用來做結構物健康監測的可能性,然而最需要改進的是Palert記錄的時間不太準確的問題,並且未來仍需更多的研究。
zh_TW
dc.description.abstractThe Earthquake Early Warning (EEW) research group at National Taiwan University (NTU) and a technology company have been developing a Micro Electro Mechanical Systems (MEMS) type of accelerometer named Palert designed for EEW purpose. The main advantage of Palert is that it is a relatively low-cost seismometer. On the other hand, due to the high price of commercial hardware of Structural Health Monitoring (SHM) systems, the application of SHM to buildings is limited. This study serves as a pre-study of Palert for SHM application. In order to monitor the health of the building, we apply two different methods. The first method proposed by Nakata et al. is used to estimate fundamental frequency of a steel building in the laboratory of the National Center for Research on Earthquake Engineering (NCREE). The results show that the fundamental frequencies estimated using the Palert are quite comparable to the ones estimated using the high-performance accelerometers and data acquisition system. The second method is to apply fragility curve to the same buildings in NCREE. With the peak inter-story drift ratios of each floor during the experiments as the inputs of fragility curve, we can get the probabilities of different damage levels of each floor. The results of the Palert show poor indication of damage locations but acceptable detection of damage existence. The Palert illustrates the possibility to be used to monitor the health of a building. If we want to do further SHM studies by Palert, then the time-shift problem may be the most important thing to correct.en
dc.description.provenanceMade available in DSpace on 2021-06-15T12:45:26Z (GMT). No. of bitstreams: 1
ntu-105-R03224213-1.pdf: 12154613 bytes, checksum: 2185cb596151820955fc83fe97f192d8 (MD5)
Previous issue date: 2016
en
dc.description.tableofcontents論文口試委員審定書 i
誌謝 iii
中文摘要 v
ABSTRACT vii
目錄 ix
圖目錄 xi
表目錄 xvii
第一章 緒論 1
1.1 前言與研究動機 1
1.2 研究內容 1
第二章 文獻回顧 3
2.1微機電系統地震儀應用 3
2.2結構安全監測 4
第三章 研究方法 7
3.1 儀器檢驗 7
3.2反褶積干涉法(Deconvolution Interferometry) 11
3.3易損性曲線(Fragility Curve) 15
第四章 儀器與實驗 23
4.1地震儀 23
4.1.1 Palert介紹 23
4.1.2 Palert加速度量測性能測試 25
4.2振動台試驗 29
4.2.1 試驗設備 29
4.2.2 測試結構 34
4.2.3 實驗流程 37
第五章 結果討論 47
5.1數值模擬時間差影響 47
5.2反褶積干涉法結果 48
5.2.1 第一組實驗結果 48
5.2.2 第二組實驗結果 50
5.2.3 檢驗時間差造成之影響 56
5.2.4 改善時間差造成波傳到時之影響 59
5.3易損性曲線結果 60
5.3.1 第一組實驗結果 60
5.3.2 第二組實驗結果 62
5.3.3 時間差校正結果 65
第六章 結論 69
參考文獻 71
附錄A 第一組實驗易損性曲線診傷結果(a)Palert(b)Setra(c)LVDT 73
附錄B 第二組實驗易損性曲線診傷結果(a)Palert(b)Setra(c)LVDT 97
dc.language.isozh-TW
dc.title應用低價位的微機電系統地震儀在建築物健康監測的實驗研究zh_TW
dc.titleAn Experimental Study of the Low-cost MEMS-type Seismometer for Structural Health Monitoringen
dc.typeThesis
dc.date.schoolyear104-2
dc.description.degree碩士
dc.contributor.coadvisor許丁友(Ting-Yu Hsu)
dc.contributor.oralexamcommittee鍾立來
dc.subject.keywordPalert,地震響應,結構物健康監測,反褶積干涉法,基頻,易損性曲線,zh_TW
dc.subject.keywordPalert,earthquake response,structural health monitoring,deconvolution interferometry,fundamental frequency,fragility curve,en
dc.relation.page120
dc.identifier.doi10.6342/NTU201601200
dc.rights.note有償授權
dc.date.accepted2016-07-25
dc.contributor.author-college理學院zh_TW
dc.contributor.author-dept地質科學研究所zh_TW
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