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題名:Spatial Analyses on Regular-lattice-type and Irregular-area-type Area Data: A Comparison Based on the Dataset of the September 21 Earthquake Damaged Buildings
書刊名:朝陽設計學報
作者:王文傑
作者(外文):Wang, Jeffrey Wen-chieh
出版日期:2003
卷期:3
頁次:頁15-34
主題關鍵詞:空間分析面狀資料空間關聯性空間迴歸地理資訊系統地震Spatial analysisArea dataSpatial correlationSpatial regressionGISEarthquake
原始連結:連回原系統網址new window
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本研究針對同一原始資料,透過兩種不同的空間單元型態彙總為面狀資料後,分別進行空間分析,再對其結果做進一步比對,以瞭解此二空間單元型態對分析結果所造成之影響。面狀資料之基本空間單元型態可分為規則格子型與不規則區域型兩類。此二類面狀資料,就其視覺上所呈現的特性而言,有相當明顯的差異。但若將同一原始資料,分別彙總成兩類面狀資料,其後續分析結果是否亦會呈現顯著的差異?若是,則差異何在?此即為本研究所欲探究的課題。 研究結果顯示,面狀資料的基本空間單元型態並未對空間資料分析結果產生顯著的影響。但若是在資料的取得和彙總上沒有困難的話,由於規則格子型空間單元有著大小與間距統一等優勢,其分析結果推斷似較為可靠。
This paper compares the results of spatial analyses based on the same data set but through two different types of data aggregation. Area data are data aggregated according to a type of spatial units. In general, configurations of spatial units fall into two types, regular-lat-tice and irregular area. Accrodingly, spatial analyses on area data can be conducted based on these two tpes of spatial units. Would the spatial analysis based on one type of spatial units differ from that based on the other? If so, how significant is it? These are the research questions being answered in this paper. The results show that the type of spatial unit configuration does not seem to play a significant role in affecting the outcome of a spatial data analysis. However, if data are available, the outcome based on regular lattice seems to be more reliable due to its uniform size and spacing.
期刊論文
1.Anselin, L.(1998)。GIS Research Infrastructure for Spatial Analysis of Real Estate Markets。Journal of Housing Research,9(1),113-133。  new window
會議論文
1.Kawamura, S.(2000)。Post-Earthquake Action After 1995 Hanshin Disaster & Recent Development of Seismic Technologies in Japan。The Workshop on Construction Market and Management Tactics after 921 Earthquake Disaster,(會議日期: 2002/02/22)。Taichung。  new window
圖書
1.Bailey, T. C.、Gatrell, A. C.(1995)。Interactive Spatial Data Analysis。Harlow:Longman。  new window
2.Dowrick, D. J.(1992)。Earthquake Resistant Design: For Engineers and Architects。Chichester:John Wiley & Sons。  new window
3.Kaluzny, S. P.、Vega, S. C.、Cardoso, T. P.、Shelly, A. A.(1997)。S+SpatialStats: user's manual for Windows and UNIX。New York:Springer-Verlag。  new window
4.Kramer, S. L.(1996)。Geotechnical Earthquake Engineering。Prentice-Hall。  new window
5.Velleman, P. F.(1997)。DeskDesk Version 6.0: Statistics Guide。Ithaca:Data Description。  new window
6.Wonnacott, T. H.、Wonnacott, R. J.(1990)。Introductory Statistics for Business and Economics。John Wiley and Sons, Inc。  new window
7.內政部建築研究所(1999)。921集集大地震建築物震害調查初步報告。  延伸查詢new window
8.王文傑(2000)。從空間分析的觀點探討921集集大地震建築物震害分佈與斷層帶間的關係。內政部建築研究所。  延伸查詢new window
9.逢甲大學都市計畫學系曁地理資訊系統研究中心(1998)。區域土地使用計畫管理系統。內政部營建署。  延伸查詢new window
10.Pindyck, R. S.、Rubinfeld, D. L.(1991)。Econometric Models & Economic Forecasts。McGraw-Hill。  new window
其他
1.Environmental Systems Research Institute(1996)。ArcView GIS Version 3.0a Online Help,Redlands:Environmental Systems Research Institute。  new window
2.Insightful Corporation(1997)。S+Arc View Online Help,Seattle:Insightful Corporation。  new window
3.交通部中央氣象局(1999)。集集地震自由場強震站PGA分布表,http://www.cwb.gov.twA.3.0/index.htm。  延伸查詢new window
4.國家地震工程研究中心(1999)。集集大地震傷亡統計,http://jijincree.gov.tw/chi-mam.php3#casualty。  延伸查詢new window
5.經濟部中央地質調查所(2000)。921地震地質調查報告,http://www.moeacgs.gov.tw/CGSWeb/Result/Fault/921/921a/index.htm。  延伸查詢new window
6.經濟部中央地質調査所(1999)。921集集大地震地表破裂調查,http://www.moeacgs.gov.tw/CGSWeb/Result/Fault/921/881213env/clp.htm。  延伸查詢new window
 
 
 
 
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