| Reference: | 一、 中文參考文獻
內政部，2001，一等水準點測量作業規範。
孔祥元、郭際明、劉宗泉，2001，『大地測量學基礎』，武昌：武漢大 學出版社。
台中市政府，2003，九十二年度公共管線資料庫系統建置品質監驗案期末報告書。
匡志威、熊琳璞、刘鹏程、戴建清，2010，『大区域 GPS 水准拟合模型研究及应用』，城市勘测，第二卷：78-80.
李德仁，1984，利用選擇權迭代法進行粗差定位，武漢測繪學院學報，第一卷。
李德仁、袁修孝，2005，誤差處理與可靠性理論，第二版，武漢大學出版社，武昌。
李尚訓，2010，『利用支持向量機法推求區域性大地起伏值之研究─以台中地區為例』，國立中興大學土木工程學系碩士論文：臺中。
沈昱廷，2011，『以最小二乘支持向量機擬合區域性大地起伏值之研究－以台中地區為例』，國立中興大學土木工程學系碩士論文：臺中。
胡明城，2003，『現代大地測量學的理論及其應用』，北京：測繪出版社。
陳國華，2004，『整合TWVD2001水準及GPS資料改進台灣區域性大地水準面模式以應用於GPS高程測量』，國立成功大學測量及空間資訊學系博士論文：臺南。
陳佳菱，2012，『以粒子群演算法改善傳統二次曲面擬合區域性大地起伏精度之研究』，國立中興大學土木工程學系碩士論文：臺中。
趙嘉展、陳松安、甯方璽，2010，『利用衛星測高法與海洋水準法求定台灣海面地形之研究』，測量工程，第五十二卷：5-21
簡子淩，2012，『以基因表示規劃法建立區域性大地起伏模型之研究－以台中地區為例』，國立中興大學土木工程學系碩士論文：臺中。
黃金維、許宏銳、黃啟訓，2013，『新一代台灣大地水準面模式：防災、監測、高程現代化之應用』，國土測繪與空間資訊，第一卷第一期：57-81。
蔡名曜、甯方璽，2013，『利用粒子群演算法與交叉驗證法擬合區域性大地起伏值之研究－以臺中區域為例』，第32屆測量及空間資訊研討會暨第2屆兩岸重力及大地水準面研討會：新竹。
二、 外文參考文獻
Ardalan, A. A. and Grafarend E. W., 2001, Ellipsoidal geoidal undulations (ellipsoidal Bruns formula): case study, Journal of Geodesy, 75: 544-552.
Baarda, W., 1968, A testing procedure for use in geodetic networks. Netherlands Geodetic Commission, New Series, Delft, Netherlands, 2(5).
Eberhart, R. C., and Shi, Y., 1998, Comparison between genetic algorithms and particle swarm optimization, Evolutionary Programming VII: 611-616.
Efron B., 1983, Estimating the error rate of a prediction rule: improvement on cross-validation. J. Am. Stat. Assoc., 78:316–331
Van den Bergh, F., 2001, “An Analysis of Particle Swarm optimizers,” PhD Thesis. University of Pretoria
Heiskanen, W. A., and Moritz, H., 1967, Physical Geodesy. , San Francisco: W. H. Freeman and company.
Hastie, T., Tibshirani, R., Friedman, J., Hastie, T., Friedman, J., and Tibshirani, R. , 2009, The elements of statistical learning. New York: Springer.
Sun, J., Feng, B., and Xu, W. B., 2004, Particle swarm optimization with particles having quantum behavior, in: IEEE Proceedings of Congress on Evolutionary Computation, 2004:325–331.
Juhl J., 1984, The "Danish Method" of weight reduction for gross error detection, XVth ISPRS Congress, Volume XXV Part A3:468-472
Kubik, K., Weng, W., and Frederiksen, P., 1985, Oh, grosserorors. Cited by Aust. J. Geodesy Photogramm. Surveying, 42:1-18.
Kavzoglu, T., and Saka, M. H., 2005, Modelling local GPS/levelling geoid undulations using artificial neural network, Journal of Geodesy, 78: 520-527.
Kennedy J., and Eberhart R., 1995, Particle Swarm Optimization, IEEE International of first Conference on Neural Networks, 1995: 167-171.
Kohavi R., 1995, A study of cross-validation and bootstrap for accuracy estimation and model selection, International Joint on Artificial Intelligence, Vol. 14, No. 2:1137-1145
Lehmann R., 2013, 3 σ-Rule for Outlier Detection from the Viewpoint of Geodetic Adjustment, Journal of Surveying Engineering, 139(4):157-165.
Lehmann R., 2013, On the formulation of the alternative hypothesis for geodetic outlier detection, Journal of Geodesy, 87(4):373-386.
Meyer, T. H., Roman, D. R., and Zilkoski, D. B., 2006, What DoesHeight Really Mean? Part IV: GPS Orthometric Heighting, Surveying and Land Information Science, Vol. 66, No. 3: 165-183.
Schwarz, C. R., and Kok, J. J., 1993, Blunder detection and data snooping in LS and robust adjustments. Journal of surveying engineering, 119(4): 127-136.
Sun, J., Xu, W., and Feng, B., 2004, A global search strategy of quantum-behaved particle swarm optimization. In Cybernetics and Intelligent Systems, 2004 IEEE Conference on Vol. 1:111-116.
Sun J., Xu W., and Liu J., 2005, Parameter selection of quantum-behaved particle swarm optimization, Advances in Natural Computation,2005: 543-552.
Xi, M., Sun, J., and Xu, W., 2008, An improved quantum-behaved particle swarm optimization algorithm with weighted mean best position. Applied Mathematics and Computation, 205(2):751-759.
Yetkin, M., Inal, C., and Yigit, C. O., 2011, The Optimal Design of Baseline Configuration in GPS Networks by Using the Particle Swarm Optimisation Algorithm. Survey Review, 43(323):700-712.
You R., 2006, Local geoid improvement using GPS and leveling data: case study, Journal of Surveying Engineering, 132:101-107
Zilkoski D. B., Carlson E. E., and Smith C. L., 2008, Guidelines for Establishing GPS-Derived Orthometric Heights (NGS-59), NOAA Technical Memorandum NOS NGS 59, National Ocean Service, Nation Geodetic Survey. |
