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研究生: 張人方
Zhang, Ren-Fang
論文名稱: 垂直向對水平向反應譜比值之研究
A Study on Vertical-to-Horizontal Response Spectral Ratios
指導教授: 洪李陵
Hong, Li-Ling
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2023
畢業學年度: 111
語文別: 中文
論文頁數: 92
中文關鍵詞: 垂直與水平向譜加速度比值地震危害度分析垂直向反應譜耐震規範
外文關鍵詞: V/H Ratio, Probabilistic Seismic Hazard Analysis, Vertical Response Spectrum, Seismic Code
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  • 台灣位於環太平洋西側,地處歐亞板塊與菲律賓海板塊交界處,地震頻繁且斷層眾多,是以透過統計、靜力與動力分析制定合適之耐震規範非常重要。一般而言,水平向反應譜因比較重要而由地震危害度分析制定,垂直向反應譜可由水平向反應譜乘上垂直向相對水平向的譜加速度比值(簡稱V/H Ratio)推導。V/H Ratio受許多變因影響,本文透過最新的台灣地動資料庫計算V/H Ratio,分析其機率模式和重要變因,並建立V/H Ratio的中值與對數標準差隨週期變化的經驗公式,提供耐震分析與耐震規範制定之參考。

    Taiwan is located on the west side of the Pacific Ocean and at the junction of the Eurasian plate and the Philippine Sea plate. Earthquakes occur frequently and there are a lot of faults in Taiwan. Therefore, it is very important to establish appropriate seismic codes by statistical, static and dynamic analysis. Generally speaking, a horizontal response spectrum is determined through probabilistic seismic hazard analysis because it is more important, and the vertical response spectrum can be derived by multiplying the horizontal one by the ratio of vertical to horizontal spectral acceleration (V/H Ratio). V/H Ratio is affected by many variables. This article calculates V/H Ratio through the latest Taiwan Earthquake Database, analyzes its probability pattern and important variables, and establishes empirical formulas of the median and the logarithmic standard deviation of V/H Ratio as functions of period. Such results provide a reference for the seismic analysis and the establishment of seismic codes.

    摘 要 I Extended Abstract II 誌 謝 VIII 目 錄 IX 表 目 錄 XI 圖 目 錄 XII 符 號 表 XV 第一章 緒論 1 1.1 前言 1 1.2 研究動機與目的 1 1.3 文獻回顧 2 1.4 本文研究內容 4 第二章 台灣最新地動資料庫 5 2.1 台灣地動資料庫內容簡介 5 2.2 台灣地動資料庫之異常資料 6 2.3 台灣地動資料庫PSA之選取 8 2.4 小結 9 第三章 V/H Ratio計算和初步分析 15 3.1 可用週期內PSA之數目 15 3.2 水平向PGA下限之決定與影響 15 3.3 直接統計分析之V/H Ratio中值和平均數大小比較 16 3.4 對數常態分佈V/H Ratio中值、平均數和對數標準差 17 3.5 小結 19 第四章 V/H Ratio變因分析與經驗公式探討 34 4.1 V/H Ratio中值之震源變因 34 4.2 V/H Ratio中值之衰減變因 36 4.3 V/H Ratio之對數標準差 39 4.4 V/H Ratio之重要影響變因 39 4.5 V/H Ratio中值和對數標準差之上包絡線 41 4.6 小結 43 第五章 結論與建議 89 5.1 結論 89 5.2 建議 90 參考文獻 91

    [1] 內政部營建署(2022),「建築物耐震設計規範及解說」。
    [2] Bozorgnia, Y., and Campbell, K.W. (2004), “The Vertical-to-Horizontal Response Spectral Ratio and Tentative Procedures for Developing Simplified V/H and Vertical Design Spectra.” Journal of Earthquake Engineering, 8(2), pp. 175-207.
    [3] Bozorgnia, Y., and Campbell, K.W. (2016), “Ground Motion Model for the Vertical-to-Horizontal (V/H) Ratios of PGA, PGV, and Response Spectra.” Earthquake Spectra, 32(2), pp. 951-978.
    [4] Gülerce, Z., Kamai, R., Abrahamson, N.A., and Silva W.J. (2017), “Ground Motion Prediction Equations for the Vertical Ground Motion Component Based on the NGA-W2 Database.” Earthquake Spectra, 33(2), pp. 499-528.
    [5] Bozorgnia, Y., and Campbell, K.W. (2016), “Vertical Ground Motion Model for PGA, PGV, and Linear Response Spectra Using the NGA-West2 Database.” Earthquake Spectra, 32(2), pp. 979-1004.
    [6] Ramadan, F., Smerzini, C., Lanzano, G., and Pacor F. (2021), “An Empirical Model for the Vertical-to-Horizontal Spectral Ratios for Italy.” Earthquake Engineering and Structural Dynamics, 50(15), pp. 4121-4141.
    [7] Pezeshk S., Farhadi A., and Haji-Soltani A. (2022), “A New Model for Vertical-to-Horizontal Response Spectral Ratios for Central and Eastern North America.” Bulletin of the Seismological Society of America, 112(4), pp. 2018-2030.
    [8] Tan, J., and Hu, J. (2021), “A Prediction Model for Vertical-to-Horizontal Spectral Ratios of Ground Motions on the Seafloor for Moderate Magnitude Events for the Sagami Bay Region in Japan.” Journal of Seismology, 25, pp. 181-199.
    [9] Federal Emergency Management Agency (2020), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, (FEMA P-20821), Washington, DC.
    [10] Federal Emergency Management Agency (2009), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, (FEMA P-750), Washington, DC.
    [11] U.S. Nuclear Regulatory Commission (1973), Regulatory Guide 1.60 Design Response Spectra for Seismic Design of Nuclear Power Plants, Washington, DC.
    [12] European Committee for Standardization (2004), Eurocode 8 Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, EN 1998-1.

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