博碩士論文 83322074 詳細資訊




以作者查詢圖書館館藏 以作者查詢臺灣博碩士 以作者查詢全國書目 勘誤回報 、線上人數:19 、訪客IP:3.144.113.197
姓名 李俊憲(Jean-Shiann Lee)  查詢紙本館藏   畢業系所 土木工程學系
論文名稱 結合空間分析與專家系統技術在橋梁規劃自動化之應用
(Integrating Spatial Analysis and Expert System Techniques Applied to Bridge Automatic Planning)
相關論文
★ 以大數據探討橋梁構件劣化之研究★ 知識庫專家系統於橋梁目視檢測之應用
★ 政府採購法諮詢雛型知識庫專家系統之建立-以工程採購為例★ BOT特許合約條款及相關法令查詢系統之研究
★ 以案例式推理建構建築工程成本估算系統★ 應用WAP建置營建資訊網站之研究
★ 網路專家系統建置之研究--以震後橋梁快速檢測專家系統為例★ 公共工程專案管理廠商責任之探討-以建築工程為例
★ 建置網路專家庫之初步研究★ 營建署代辦公共工程之探討-以代辦國防部軍眷村改建工程為例
★ 軍事工程糾紛處理之研究★ 國軍營繕工程統包執行模式下採用專案管理制度之研究
★ 承包商因工期展延衍生工程成本之探討★ 地方政府委託專案管理廠商工程人員工作壓力與工作滿意度之調查研究
★ 軍事統包工程發包作業流程之研究★ 隧道工程契約型態與履約爭議之探討
檔案 [Endnote RIS 格式]    [Bibtex 格式]    [相關文章]   [文章引用]   [完整記錄]   [館藏目錄]   [檢視]  [下載]
  1. 本電子論文使用權限為同意立即開放。
  2. 已達開放權限電子全文僅授權使用者為學術研究之目的,進行個人非營利性質之檢索、閱讀、列印。
  3. 請遵守中華民國著作權法之相關規定,切勿任意重製、散佈、改作、轉貼、播送,以免觸法。

摘要(中) 在公路工程之興建與管理生命週期中,橋梁為扮演跨越河川、山谷等障礙物之重要公路設施,台灣因多山谷、且河川短且急促,且地狹人稠,公路系統中橋梁之數量不少。橋梁初始之規劃內容,實足影響後續之設計方針、施工方法與維護策略。早期因受限於設計與施工技術的不足,而造成目前橋梁維護工作的大量負荷。傳統以人力進行橋梁之規劃,必須考量空間、法規、需求、施工技術、地質等各項因素,每產生一個可行方案,往往耗費大量人力與時間,使得規劃者無法產生更多的替代方案,以選擇較佳且合適之規劃方案。
橋梁之規劃必須考量用路人因素、橋址地形、地物、環境因素、經濟性、整體配置、橋下淨空、結構型式與尺寸等,且必須根據不同的設計條件,不時地修正。橋梁規劃亦須考量橋梁主體與環境空間使用之間的衝突與平衡性,而橋梁規劃之結果亦將影響後續設計之內容、施工方法與未來維護之策略。因此,橋梁規劃工作之流程,除為不斷修正程序外,可視為規劃工作之生命週期循環。
本研究主要目的為提出一套適用於橋梁初步規劃階段之橋梁自動規劃系統(Automatic Bridge Planning System, 簡稱ABPS),ABPS整合物件導向與地理資訊技術記錄工址空間資訊,包括地形、地物、地質與水文等,並且以複合知識庫儲存公路路線設計規範及訪談自專家之橋梁規劃經驗。規劃者於地理資訊圖層中標定橋梁起迄點,並輸入規劃之需求條件後,ABPS將進行知識庫推理與空間分析,輸出符合工址條件與設計規範之最低成本較佳方案,輸出結果包括公路路線設計、橋廊分析、橋帶分析、跨距配置、落墩分析、構件型式尺寸、成本工期估算、橋梁橫斷面尺寸繪製等,可作為橋梁細部設計之基本準則。
摘要(英) Several factors influence a bridge’’s geometrical alignment and the length of its spans, thereby affecting the construction method and cost. In the preliminary design phase, the alignment and spans are typically designed according to the design engineer’’s experience. However, the resulting design, while feasible, may not be the most economical, due to the many possible combinations and permutations of span lengths.
This research presents an integrated, automatic bridge planning system (ABPS) in which relevant site data, such as hydrological and geological conditions, and existing obstacles, are computerized in an object-oriented environment. Code requirements for bridge design, common bridge construction methods, and knowledge elicited from experts, are represented in various knowledge bases. The system input is a set of start/end positions of the bridge, marked by the designer on a geographical map on the computer screen. The system outputs a set of most feasible solutions that not only meet the site conditions and code requirements, but also involve minimal construction costs. The output includes geometrical alignment, span lengths, structural units, and major beam sizes, which altogether serve as basic criteria for the detailed design of a bridge.
關鍵字(中) ★ 橋梁自動規劃
★ 物件導向程式
★ 專家系統
★ 地理資訊系統
★ 空間分析
關鍵字(英) ★ automatic system
★ bridge planning
★ expert system
★ object-oriented programming
★ spatial analysis
論文目次 謝誌I
中文摘要III
英文摘要IV
章節目錄V
圖目錄XI
表目錄XX
第一章 序論1
1.1 研究背景1
1.2 研究動機與目的3
1.3 研究範圍與限制4
1.4 研究內容與方法5
1.5 研究步驟6
1.6 論文架構說明8
第二章 文獻回顧11
2.1 橋梁之生命週期管理要項11
2.2 專家系統與空間分析技術在橋梁工程上之應用21
第三章 橋梁自動規劃架構之建立25
3.1 橋梁規劃工作內容與流程25
3.1.1 工址範圍分析25
3.1.2 橋梁跨距配置27
3.1.3 落墩可行性分析27
3.1.4 構件尺寸設定與估算29
3.1.5 成本、工期估算30
3.2 橋梁自動規劃系統內容與流程33
3.3 公路路線設計規範知識化38
3.3.1 設計規範之表達型式40
3.3.2 物件導向程式表達設計規範之型式47
3.3.3 建立設計程序52
3.4 物件化地理資訊圖層之建立57
3.4.1 橋梁規劃所需之圖層類型57
3.4.2 物件化地理資訊圖層之表達58
3.5橋廊之地理資訊分析63
3.5.1 基本假設與限制63
3.5.2 座標系統65
3.5.3 橋梁起訖點與公路走向限制範圍66
3.5.4 公路設計規範下之橋廊範圍空間演算67
3.5.5 空間條件限制下之橋廊區域空間演算73
3.5.6 橋梁範圍內橋帶之決定77
3.6 橋址空間資訊擷取之空間分析83
3.6.1 空間中直線與平曲線交會演算87
3.6.2 空間中兩直線交會演算89
3.6.3兩線交會之地理資訊判斷90
3.7 橋梁跨距之配置演算93
3.7.1 跨距配置採用上部結構工法類型93
3.7.2 工法組合型式99
3.7.3 跨距配置外型與尺寸比例100
3.7.4 跨距組合準則103
3.7.5 工法與跨距配置類型106
3.7.6 各種混合工法跨距配置型式106
3.7.7 跨距配置演算實例說明116
3.8 結構單元之配置演算142
3.9 配置方案與空間資訊之檢核演算144
3.9.1 獲取各橋墩相對於A1橋台之位置144
3.9.2 計算各橋墩所在地面高程145
3.9.3 計算河床斷面水位位置150
3.9.4 橋墩位置障礙物檢核152
3.9.5 適用基礎型式地質檢核157
3.9.6 上部結構施工高度限制檢核161
3.9.7 上部結構河道施工限制檢核163
3.9.8 跨距長度/橋墩高度美學比例檢核166
3.10 跨距配置方案之構件工法與典型尺寸之推理與設定168
3.10.1 大梁典型尺寸設定169
3.10.2 橋墩型式推理與尺寸設定179
3.10.3 基礎型式推理與尺寸設定185
3.10.4 橋台型式推理與尺寸設定189
3.11 跨距配置方案施工成本與施工工期之估算193
3.11.1 上部結構成本與工期計算194
3.11.2 橋台成本與工期計算198
3.11.3 橋台基礎成本與工期計算199
3.11.4 橋墩成本與工期計算200
3.11.5 橋墩基礎成本與工期計算202
3.12 較佳方案之評選204
第四章 系統開發206
4.1 ABPS系統架構與流程206
4.2 系統限制213
4.2.1 橋梁主體限制213
4.2.2 施工方法與構件型式限制214
4.3 系統開發軟體215
4.4 公路路線設計模組219
4.4.1 設計規範物件樹219
4.4.2 法則知識庫226
4.4.3 物件方法(Method)227
4.5 地理資訊模組234
4.5.1 地理資訊圖層物件樹234
4.5.2 空間地理資訊編輯與處理236
4.6 橋廊分析模組243
4.6.1 橋廊物件屬性243
4.6.2 標定橋梁起訖點與限制點245
4.6.3 橋廊分析246
4.6.4 產生可行橋帶249
4.7 橋帶空間資訊擷取模組250
4.7.1 選定橋帶250
4.7.2 橋帶空間資訊擷取之物件屬性251
4.7.3 直線橋帶空間資訊擷取253
4.7.4 曲線橋帶空間資訊擷取254
4.8 跨距配置演算模組256
4.8.1 跨距配置物件屬性與資料庫欄位256
4.8.2 跨距配置物件方法257
4.8.3 跨距配置結果範例259
4.9 結構單元配置模組264
4.10 落墩空間分析模組266
4.10.1 橋墩位置障礙物檢核子模組267
4.10.2 適用基礎型式地質檢核子模組270
4.10.3 上部結構施工高度限制檢核子模組271
4.10.4 上部結構河道施工限制檢核子模組272
4.10.5 跨距長度/橋墩高度美學比例檢核子模組273
4.11 構件工法尺寸推理模組275
4.11.1 設定大梁型式與尺寸277
4.11.2 設定基礎型式與尺寸278
4.11.3 設定橋墩型式與尺寸279
4.11.4 設定橋台型式與尺寸283
4.12 成本工期估算模組284
4.12.1 上部結構成本工期估算284
4.12.2 橋台成本工期估算285
4.12.3 橋台基礎成本工期估算285
4.12.4 橋墩成本工期估算286
4.12.5 橋墩基礎成本工期估算287
4.12.6 總成本估算287
4.13 較佳方案評選模組290
4.14 可行方案報表模組292
4.14.1 公路路線設計規範推理程序報表292
4.14.2 公路路線設計規範推理因子結果報表293
4.14.3 選定橋帶設計規範檢核結果294
4.14.4 跨距配置方案詳細報表295
4.15 可行方案構件製圖模組296
4.15.1 公路橫斷面配置與尺寸明細296
4.15.2 橋梁縱斷面跨距配置明細297
4.15.3 橋梁橫斷面構件型式與尺寸明細299
4.15.4 橋台橫斷面構件型式與尺寸明細300
4.16參數設定模組302
4.16.1 一般參數設定302
4.16.2 跨距配置參數設定302
4.16.3 上部結構工法參數設定304
4.16.4 大梁尺寸參數設定307
4.16.5 基礎尺寸參數設定311
4.16.6 橋墩尺寸參數設定314
4.16.7 橋台尺寸參數設定320
4.16.8 公路路線設計規範編輯323
第五章 案例分析與驗證326
5.1 案例1:橋長480公尺之國道高速公路橋梁規劃案例分析326
5.1.1 等高線地形圖數化326
5.1.2 案例1公路路線設計條件輸入327
5.1.3案例1公路路線設計結果檢視330
5.1.4 案例1障礙物與地質層數化332
5.1.5 案例1橋梁起迄點輸入與橋廊分析334
5.1.6 案例1橋帶選定與橋帶設計規範檢核335
5.1.7 設定案例1橋梁自動規劃偏好339
5.1.8 案例1橋梁規劃分析結果342
5.2 案例2:橋長480公尺之國道高速公路橋梁規劃案例分析347
5.2.1 案例2橋梁跨距配置結果348
5.2.2 案例2橋梁前十名較佳方案彙整350
5.2.3 案例2橋梁較佳方案跨距配置與結構斷面圖352
5.3 案例3:橋長820公尺之省道主要幹道橋梁規劃案例分析355
5.3.1 案例3公路路線設計結果356
5.3.2 案例3橋梁跨距配置結果360
5.3.3 案例3橋梁前十名較佳方案彙整365
5.3.4 案例3橋梁較佳方案跨距配置與結構斷面圖366
5.4 系統功能與分析結果驗證374
第六章 結論與建議377
6.1 研究結論377
6.1.1 土木工程為經驗導向之行業378
6.1.2 工程設施生命週期與空間緊密關連378
6.1.3 橋梁規劃階段涉及主題繁多複雜379
6.1.4 專家系統在橋梁自動規劃系統之貢獻380
6.1.5 空間分析技術在橋梁自動規劃系統之貢獻382
6.1.6 電腦整合技術在土木工程應用上之成效384
6.2 研究貢獻385
6.2.1 學術研究385
6.2.2 工程實務388
6.3 研究限制390
6.3.1 橋梁工法390
6.3.2 施工材料391
6.3.3 資料準備391
6.4 未來研究方向與建議391
6.4.1應用於其他土木工程類門391
6.4.2 擴充非公路橋梁設計規範與空間分析方法392
6.4.3 採用多樣性方案評估方法392
6.4.3 建構生命週期導向橋梁管理系統392
參考文獻394
英文部份394
中文部份402
附錄A-1 推理決定最大超高值emaxi
附錄A-2 推理決定正常路拱值NCvi
附錄A-3 推理決定公路是否設置路肩viii
附錄A-4 推理決定中央分隔帶寬度ix
附錄A-5 推理決定機慢車道寬度x
附錄A-6 推理決定人行道寬度xi
附錄A-7推理決定路肩寬度xii
附錄A-8 推理決定每車道寬度xv
附錄B 公路路線幾何設計模組物件方法(Method)xx
附錄C 案例1公路路線幾何設計模組推理結果(取自ABPS輸出報表)xxxii
附錄D 案例2前十名較佳方案彙整報表(取自ABPS輸出報表)xxxvii
附錄E 案例2第一較佳方案詳細報表(取自ABPS輸出報表)xlviii
參考文獻 Abu-Zeid, K.M. (1994), A GIS multi-criteria expert decision support system for water resource management, Ph.D. Dissertation, Colorado State University, U.S.
Adeli, H. (1988e), “An overview of expert systems in civil engineering”, in Adeli, H. (ed.), Expert Systems in Construction and Structural Engineering, Chapman and Hall, New York.
Adeli, H. and Balasubranabyam, K. V. (1988), “A novel approach to expert systems for design of large structures.” AI Magazine, Vol. 9(4), 54-63.
Adeli, H. (1988a), “Artificial intelligence and expert systems”, in Adeli, H. (ed.), Expert Systems in Construction and Structural Engineering, Chapman and Hall, New York.
Anderson, T., and Carlsen, N.V. (1995), “Software design for maintainable knowledge-based systems for building design.” Automation in Construction, Vol. 4(2), 101-110.
Anon (1974), “Unique cantilever curved bridge in Greece.” International Construction, Vol. 13(11), 20-31.
Anon (1976), “Mobile scaffolding takes viaduct over bad terrain.” Engineering News-Record, Vol. 197(20).
Anon (1983), “Permanent concrete launching nose for Mzikulu river bridge.” Civil Engineer in South Africa, Vol. 25(11), 588-589.
Badrah, M.K., MacLeod, I.A., and Kumar, B. (1998), “Using object-communication for design standards modeling.” Journal of Computing in Civil Engineering, ASCE, Vol. 12(3), 153-161.
Bender, B.F. (1977), “Prestressed concrete bridges.” Journal of the Construction Division, ASCE, Vol. 103(1), 113-122.
Berrais, A. (1998), “Advisory expert system for nonlinear seismic analysis/design of coupled walls.” Practice Periodical on Structural Design and Construction, Vol. 3(4), 151-157.
Billington, S.L., Ratchye, S.B., Breen, J.E., and Vernooy, D.A. (2000), “Example applications of aesthetics and efficiency guidelines.” Concrete International - Design and Construction, Vol. 22(2), 66-75.
Bowman, D. (1998), “Civil engineering data meets geographic information systems (GIS).” Journal of Computing in Civil Engineering, ASCE, Vol. 12(1), 5-7.
Brito, J. de, and Branco, F.A. (1998), “Concrete bridge management: from design to maintenance.” Practice Periodical on Structural Design and Construction, Vol. 3(2), 68-75.
Bryson, Jr. D.A., and Stone, J.R. (1987), “Intersection advisor: an expert system for intersection design.” Transportation Research Record 1145, TRB, National Research Council, Washington, D.C., 48-53.
Burgoyne, C.J. and Sham, S.H.R. (1987), “Application of expert systems to prestressed concrete bridge design.” Civil Engineering System, Vol. 4(1), 14-19.
Burke, Jr., M.E. (1998), “Aesthetically notorious bridges.” Proceedings of the Institution of Civil Engineers, Civil Engineering, Vol. 126(1), 39-47.
Burke, Jr., M.P., and Montoney, J. (1996), “Science, technology, and aesthetics: three aspects of design excellence.” Transportation Research Record 1549, TRB, National Research Council, Washington, D.C., 93-98.
Burke, Jr., M.P. (1995), “Bridge Aesthetics: world view.” Journal of Structural Engineering, ASCE, Vol. 121(8), 1252-1257.
Burke, Jr., M.P. (1989), “Bridge design and the bridge aesthetics bibliography.” Journal of Structure Engineering, ASCE, Vol. 15(4), 883-899.
Chang, E. C.-P. (1987), “Using expert system to select traffic analysis software.” Transportation Research Record 1145, TRB, National Research Council, Washington, D.C., 9-19.
Chapman, H.E., Cundall, O.C.L., Dunn, J.E., Jackson, A.T., and Swain, P.R. (1985), “Incrementally launched bridges at Ngauranga interchange, Wellington.” Transactions of the Institution of Professional Engineers New Zealand, Civil Engineering Section, Vol. 12(2), 87-101.
Choi, K. (1993), The implementation of an integrated transportation planning model with GIS and expert systems for interactive transportation planning, Ph.D. Dissertation, University of Illinois at Urbana-Champaign, U.S.
Delis, E.A., and Delis, A. (1995), “Automatic fire-code checking using expert-system technology.” Journal of Computing in Civil Engineering, ASCE, Vol. 9(2), 141-156.
DeMond, G.F. (1996), “Aesthetic guidelines for older bridges.” Transportation Research Record 1549, TRB, National Research Council, Washington, D.C., 42-47.
Durkin, J. (1994), Expert Systems, Design and Development,, Prentice Hall, International Editions, New Jersey.
Elliott, A.L. (1983), “Esthetic development of California’s bridges.” Journal of Structural Engineering, ASCE, Vol. 109(9), 2159-2174.
Favre, R., Badoux, M., Burdet, O., and Laurencet, P. (1999),”Incremental launching of the Ile Falcon bridge.” Concrete International - Design and Construction, Vol. 21(2), 47-51.
Fereig, S.M. (1996), “Economic preliminary design of bridges with prestressed I-Girders.” Journal of Bridge Engineering, ASCE, Vol. 1(1), 18-25.
Figg Jr., E.C. (2000), “Quantitative approach to bridge aesthetics for the 21st century.”, Transportation Research Record 1696, TRB, National Research Council, Washington, D.C., 10-16.
Fukada, S. (1988), “Codes and rules and their roles as constraints in expert systems for structural design”, in Adeli, H. (ed.), Expert Systems in Construction and Structural Engineering, Chapman and Hall, New York.
Furuta, H., Maeda, K., and Watanabe, E. (1995), “Applications of genetic algorithm to aesthetic design of bridge structure.” Microcomputers in Civil Engineering, Vol. 10(6), 415-421.
Furuta, H., Tu, K.-S. and Yao, J.T.P. (1985), “Structural engineering applications of expert systems.” Computer-Aided Design, Vol. 17(7), 410-419.
Garrett, Jr., J.H. and Smith, I.F.C. (1996), “AI applications in structural /construction engineering.” IEEE Expert Intelligent Systems and their Applications, Vol. 11(3), 20-22.
Garrett, Jr., J.H. and Hakim, M.M. (1992), “Object-oriented model of engineering design standards.” Journal of Computing in Civil Engineering, ASCE, Vol. 6(3), 323-347.
Garrett, Jr. J.H., and Fenves, S.J. (1989), “Knowledge-based standard-independent member design.” Journal of Structural Engineering, ASCE, Vol. 115(6), 1396-1411.
Gibreel, G.M., Easa, S.M., Hassan, Y., and El-Dimeery, I.A. (1999), “State of the art of highway geometric design consistency.” Journal of Transportation Engineering, ASCE, Vol. 125(4), 305-313.
Grant, A. (1975), “Incremental launching of concrete structures.” Journal of The American Concrete Institute, Vol. 72(8), 395-402.
Gunawan, I. (1994), A methodological approach to sustainable resource utilization in Indonesia: integrating geographic information systems, mathematical modeling, and expert systems, Ph.D. Dissertation, Texas A&M University, U.S.
Hajek, J.J., and Hurdal, B. (1993), “Comparison of rule-based and neural network solutions for a structured selection problem.” Transportation Research Record 1399, TRB, National Research Council, Washington, D.C., 1-7.
Hammand, A., Itoh, Y. and Nishido, T. (1993), “Bridge planning using GIS and expert system approach.” Journal of Computing in Civil Engineering, ASCE, Vol. 7(3), 278-295.
Hammand, A., and Itoh, Y. (1993), “Knowledge acquisition for bridge design expert systems.” Microcomputers in Civil Engineering, Vol.8(3), 211-224.
Hartgen, D.T. and Li, Y. (1994), “Geographic information systems applications to transportation corridor planning.” Transportation Research Record 1429, TRB, National Research Council, Washington, D.C., 57-66.
Head, J. (1966), “Highway safety elements in aesthetic designs.” Journal of the Highway Division, ASCE, Vol. 92(HW2), 15-19.
Hegazy, T. and Elbeltagi, E. (1999), “EvoSite: evolution-based model for site layout planning.” Journal of Computing in Civil Engineering, ASCE, Vol. 13(3), 198-206.
Heins, C.P. Jr. (1975), “Curved I-girder design.” Transportation Research Record 547, TRB, National Research Council, Washington, D.C., 4-22
Helm, S. (1991), “Cost comparison of AASHTO type IV and modified type IV bridge beams with 54- and 63-in. bulb-tees.” Transportation Research Record 1319, TRB, National Research Council, Washington, D.C., 109-114.
Holdstock, D.A. (1998), “Basics of geographic information systems (GIS).” Journal of Computing in Civil Engineering, ASCE, Vol. 12(1), 1-4.
Hossain, K.M.A. (2000), “Applications of expert system for bridge management in Papua New Guinea.” in Proceedings of 17th IAARC/CIB/ IEEE/IFAC/IFR International Symposium on Automation and Robotics in Construction (ISARC), Taipei, Taiwan, 53-57.
Huang, P.-Y., Diekmann, J.E. and Fenis, S.M. (1995), “Pipeline planning system.” Journal of Computing in Civil Engineering, ASCE, Vol. 9(2), 134-140.
IntelliCorp(1994) Inc., KAPPA-PCTM Software, Version 2.3. Mountain View, CA.
Jaafari, A., and Manivong, K. (2000), “Synthesis of a model for life-cycle project management.” Computer-Aided Civil and Infrastructure Engineering, Vol. 15(1), 26-38.
Janarthanan, N., and Schneider, J.B. (1988) “Development of an expert system to assist in the interactive graphic transit system design process.” Transportation Research Record 1187, TRB, National Research Council, Washington, D.C., 30-46.
Jia, X. (2000), “IntelliGIS: tool for representing and reasoning spatial knowledge.” Journal of Computing in Civil Engineering, ASCE, Vol. 14(1), 51-59.
Johnson, B.H., Demetsky, M.J. (1994), “Geographic information system environment for transportation management systems.” Transportation Research Record 1429, TRB, National Research Council, Washington, D.C., 67-73.
Kao, J.J, Chen, W.Y, Lin, H.Y. and Guo S.J. (1996), “Network expert geographic information system for landfill siting.” Journal of Computing in Civil Engineering, ASCE, Vol. 10(4), 307-317.
Kido, E.M. (1997), “Aesthetics and philosophy in bridge design in Japan.” Journal of Architectural Engineering, ASCE, Vol. 3(1), 42-53.
Konishi, I. (1976), “World’’s third longest span cantilever bridge.” Civil Engineering (New York), Vol. 46(2), 84-86.
Korte, G.B. (1997), The GIS book: understanding the value and implementation of geographic information systems, OnWord Press, Santa Fe, USA, 4th ed.
Kostem, C. N. (1986), “Design of an expert system for the rating of highway bridges.” In Expert Systems in Civil Engineering, ASCE, New York, N.Y., 87-95.
Kubota, Y., Yoshikawa, M. and Masaki, E. (1993), “CAD systems for structural aesthetics of bridge forms.” In Proceedings of the 5th International Conference on Computing in Civil and Building Engineering, ASCE, New York, N.Y., 1085-1092.
Lee, J.-S., Yau, N.-J., and Shapira, A. (2000), “An integrated system for automation bridge planning.” in Proceedings of 17th IAARC/CIB/IEEE/IFAC /IFR International Symposium on Automation and Robotics in Construction (ISARC), Taipei, Taiwan, 873-880.
Leelawat, C., Niiro, T. and Kuribayashi, E. (1990), “Application of expert system in bridge superstructure selections.” Structural Engineering/Earthquake Engineering, Japan Society of Civil Engineers, Vol. 7(1), 37s-45s.
Leverette, F. (1976), “Prestress engineering pioneers new bridge design in Illinois.” Modern Concrete, Vol. 39(12), 46-49.
Levine N.S. (1995), The development and use of a GIS-based expert system for hazardous waste landfill siting, Ph.D. Dissertation, Purdue University, U.S.
Long, J.E. (1977), “Precast segmental construction.” Precast Concrete, Vol. 8(6), 307-308.
Loper, J.H., Marquis, M.L., and Rhomberg, E.J. (1988), “Precast prestressed long-span bridges.” Journal of Construction Engineering and Management, ASCE, Vol. 114(1), 95-103.
Lounis, Z., Mirza, M.S., and Cohn, M.Z. (1997), “Segmental and conventional precast prestressed concrete I-bridge girders.” Journal of Bridge Engineering, ASCE, Vol. 2(3), 73-82.
Marchetti, M.E. (1984), “Specific design problems related to bridges built using the incremental launching method.” Engineering Structures, Vol. 6(3), 185-210.
Martini, K., and Powell, G.H. (1992), “Geometric modeling approaches for civil engineering and building design.” Microcomputers in Civil Engineering, Vol. 7(1), 3-14.
Matt, P., Voumard, J.M., Marti, P., and Thurlimann, B. (1988), “Main river span structure of the Gateway Bridge.” Concrete International: Design and Construction, Vol. 10(5), 34-43.
McNeil, S., and Finn, A.M. (1987), “Expert system to cost feasible bridge-painting strategies.” Transportation Research Record 1145, TRB, National Research Council, Washington, D.C., 54-60.
Miles, S.B. and Ho, C.L. (1999), “Applications and issues of GIS as tool for civil engineering modeling.” Journal of Computing in Civil Engineering, ASCE, Vol. 13(3), 144-152.
Miles, J.C., Moore, C.J. and Evans, S.N. (1993), “Deriving rules for bridge aesthetics.” In Knowledge Based Systems for Civil and Structural Engineering, B.H.V. Topping, ed., Civil-Comp, Edinburgh, 91-95.
Mohammad, J., Guralnick, S.A., and Polepeddi, R. (1998), “Bridge fatigue life estimation from field data.” Practice Periodical on Structural Design and Construction, Vol. 3(3), 128-133.
Mohammad, J., Guralnick, S.A., and Yan, L. (1995), “Incorporating life-cycle costs in highway-bridge planning and design.” Journal of Transportation Engineering, ASCE, Vol. 121(5), 417-424.
Mohan, S. (1990), “Expert systems application in construction management and engineering.” Journal of Construction Engineering and Management, ASCE, Vol. 116(1), 87-99.
Mondorf, P.E. Kuprenas, J.A. and Kordahi, E.N. (1997), “Segmental cantilever bridge construction case study.” Journal of Construction Engineering and Management, ASCE, Vol. 123(1), 79-84.
Moore, C.J., Miles, J.C., and Evans, S.N. (1996), “Innovative computational support in bridge aesthetics.” Transportation Research Record 1549, TRB, National Research Council, Washington, D.C., 1-11.
Nishido, T., Maeda, K.-I. And Nomura, K. (1989), “Practical system for type selection of bridge crossing river.” In Expert System in Civil Engineering, IABSE Colloquium, Bergamo, IBASE, Zurich, Switzerland, 311-319.
Ohta, T., Takahashi, N. and Yamane, T. (1987), “Aesthetic design method for bridges.” Journal of Structural Engineering, ASCE, Vol. 113(8), 1678-1687.
Panchanathan, S. and Faghri, A. (1995), “Knowledge-based geographic information system for safety analysis at rail-highway grade crossings.” Transportation Research Record 1497, TRB, National Research Council, Washington, D.C., 91-100.
Ramsay, B. (1979), “Incremental launching method in prestressed concrete bridge construction.” Constructional Review, Vol. 52(1), 62-65.
Ray, G.K. (1977), “New design for long-span bridges.” Military Engineer, Vol. 69(449), 184-188.
Rebolj, D. (1998), “Integrated information system supporting road design, evaluation, and construction.” Computer-Aided Civil and Infrastructure Engineering, Vol. 13(3), 179-187.
Reich, Y. (1996), “Artificial intelligence in bridge engineering.” Microcomputers in Civil Engineering, Vol. 11(6), 433-445.
Reinbeck, U. (1985), “Incremental launching method in bridge construction.” Transactions of the Institution of Professional Engineers New Zealand, Civil Engineering Section, Vol. 12(2), 57-64.
Roberts, J.E. (1992), “Aesthetic design philosophy utilized for California state bridges.” Journal of Urban Planning and Development, ASCE, Vol. 118(4), 138-162.
Rosignoli, M. (1997), “Incremental Bridge Launching.” Concrete International - Design and Construction, Vol. 19(2), 36-40.
Rosignoli, M. (1998a), “Misplacement of launching bearings in PC launched bridges.” Journal of Bridge Engineering, ASCE, Vol. 3(4), 170-176.
Rosignoli, M. (1998b), ”Site restrictions challenge bridge design.” Concrete International, Vol. 20 (8), 40-43.
Rosignoli, M. (1998c), “Nose-deck interaction in launched prestressed concrete bridges.” Journal of Bridge Engineering, ASCE, Vol. 3(1), 21-27.
Rosignoli, M. (1999a), “Prestressing schemes for incrementally launched bridges.” Journal of Bridge Engineering, ASCE, Vol. 4(2), 107-115.
Rosignoli, M. (1999b), “Nose optimization in launched bridges.” Proceedings of Institution of Civil Engineers - Structures and Buildings, Vol. 134(4), 373-375.
Rowley, F.N. (1993), “Incremental launch bridges. UK practice and some foreign comparisons.” Structural Engineer, Vol. 71(7), 111-116.
Sadek, S., Bedran, M. and Kaysi, I. (1999), “GIS platform for multicriteria evaluation of route alignment.” Journal of Transportation Engineering, ASCE, Vol. 125(2), 144-151.
Sarasua, W.A. and Jia, X. (1995), “A framework for integrating GIS-T with KBES: a pavement management system example.” Transportation Research Record 1497, TRB, National Research Council, Washington, D.C., 153-163.
Schlaich, J., and Scheef, H. (1982), Concrete box-girder bridges, Structure Engineering Documents, 1e.
She, T.H., Aouad, G. and Sarsher, M. (1999), “A geographic information system (GIS)-based bridge management system.” Computer-Aided Civil and Infrastructure Engineering, Vol. 14(6), 417-427.
Sinha, K.C., and Fwa, T.F. (1989), “On the concept of total highway management.” Transportation Research Record 1229, TRB, National Research Council, Washington, D.C., 79-88.
Skeet, J.A., Lester, W.B., McClary, C.T. (1998), “Incremental launch: the Stoney Trail bridge.” Concrete International - Design and Construction, Vol. 20(2), 53-57.
Star, J., and Estes, J. (1990), Geographic information systems: an introduction, Prentice Hall, Englewood Cliffs, New Jersey.
Sugiyama, K., Tajima, J. (1998), “Japanese manual for the aesthetic design of bridges.” Transportation Research Record 1624, TRB, National Research Council, Washington, D.C., 47-53.
Svensson, H.S. (2000), “Bridge aesthetics, guidelines for the new millennium.” Transportation Research Record 1696, TRB, National Research Council, Washington, D.C., 1-9.
Taiganidis, I., and Kanellaidis, G. (1999), “Approximate perspective design of roads.” Journal of Transportation Engineering, ASCE, Vol. 125(4), 305-313.
Troitsky, M.S. (1994), Planning and design of bridges, John Wiley & Sons, New York.
Tung, H.S.S., Pang, M.T., Roblin, E.J., Tang, M.-C.; Shawwaf, K., Conway, T.P., and Mak, Y.M. (1988), “First incrementally launched bridges in Hong Kong.” Canadian Journal of Civil Engineering, Vol. 15(1), 24-36.
Wallsgrove, J. (1996), “British methods for improving sensitivity of bridge designers to good bridge appearance.” Transportation Research Record 1549, TRB, National Research Council, Washington, D.C., 103-107.
Wiessler, B. (2000), “Precast segmental erection.” Advanced Technology of Bridge Construction and Management, Taiwan Construction Research Institute, 145-158.
Yau, N.-J. and Lee, J.-S. (1998), “Allocating bridge piers using expert systems and geographical information systems techniques.” in Proceedings of the Sixth East Asia-Pacific Conference on Structural Engineering and Construction, Taipei, Taiwan, R.O.C., 333-339.
Yau, N.-J., Lee, J.-S. and Huang, S.-C. (1997), “A Preliminary System Structure of Life-Cycle Based Bridge Management Systems.” in Proceedings of International Conference on Construction Process Reengineering (CPR-97), Gold Coast, Queensland, Australia, July 14-15, pp. 357-365.
Yee, R. (1998a), “Golden proportion and aesthetic design of long-span bridges.” Transportation Research Record 1624, TRB, National Research Council, Washington, D.C., 36-46.
Yee, R., and Stanley, R.P. (1997), “Golden proportion and its use in the aesthetic design of bridges.” Proceedings of the Institution of Civil Engineers, Civil Engineering, Vol. 120(4), 154-164.
Yee, R. (1998b), “What is necessary to achieve aesthetically pleasing bridges?” Highways and Transportation, Vol. 45(11), 17-18.
Zellner, W. and Svensson, H. (1983), “Incremental launching structures.” Journal of Structural Engineering, ASCE, Vol. 109(2), 520-537.
Zuk, W. (1973), “Methodology for evaluating the aesthetic appeal of bridge designs.” Highway Research Record 473, 1-4.
中文部份
方文志、陳國隆、鄭凱文 (1994),”高速公路橋梁現況與未來展望”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,1-13。
王祥騮 (1991),”節塊推進工法橋梁之規劃設計與施工(一)”,結構工程,第6卷、第3期,61-68。
王祥騮 (1992),”節塊推進工法橋梁之規劃設計與施工(二)”,結構工程,第7卷、第1期,75-82。
交通部 (1987),公路路線設計規範,幼獅文化事業公司,台灣。
交通部台灣區國道新建工程局 (1992),第二高速公路後續計畫燕巢九如段(Sta.281+650-Sta.291+250)初步設計報告,台灣。
交通部台灣區國道新建工程局(1993a),台灣區高速公路幾何設計標準精緻化與本土化研究與設計標準之訂定,台灣。
交通部台灣區國道新建工程局(1993b),第二高速公路後續計畫三維透視圖之研究與應用,台灣。
交通部台灣區國道新建工程局 (1995),國道新建工程年刊-民國八十四年刊,台灣。
交通部台灣區國道新建工程局 (1996a),國道新建工程年刊-民國八十五年刊,台灣。
交通部台灣區國道新建工程局 (1996b),第二高速公路後續計畫竹南西湖段工程初步設計報告,台灣。
交通部台灣區國道新建工程局 (1999),第二高速公路特殊橋專輯,台灣。
朱文邦 (1997),”混凝土工程施工管理技術與設備 - 以橋梁工程為例”,混凝土施工技術自動化,財團法人台灣營建研究院,71-81.
李俊憲、姚乃嘉 (1998),”應用專家系統技術於橋梁落墩位置之研究”,第二屆台灣地區營建管理研究生論文聯合發表會論文集,中央大學,95-106。
李慶豐、郭秋慧 (1994),”國道高速公路橋梁之規劃設計與展望”,第二屆國道建設技術研討會論文集,台灣。
李敬賢(1993),”專家系統在剛架式橋墩設計之應用”,國立交通大學土木工程研究所碩士論文,台灣。
呂介賓、陳議標、林炳坤 (1994),”第二高速公路路線研選之運輸規劃作業”,第二屆國道建設技術研討會論文集,台灣。
汪海淙 (1997),”專家系統在橋梁最佳工法選定之應用”,國立交通大學土木工程研究所碩士論文,台灣。
林松茂 (1997),”系統模板施工自動化 - 以南二高為例”, 混凝土施工技術自動化,財團法人台灣營建研究院,83-107.
林信成 (1982),”近五十年來預力混凝土橋梁之發展”,住宅及都市發展月刊,第4期,10-12。
林楚儒 (1991a),”電腦在逐節推進工法橋梁的分析與設計方法之應用”,結構工程,第6卷、第3期,69-78。
林楚儒 (1991b),”橋梁前進支撐工法的分析與設計之研究”,結構工程,第6卷,第4期,71-82。
林楚儒 (1998a),”由施工者觀點看設計橋梁懸臂施工法篇(一)”,現代營建,第226期,11-18。
林楚儒 (1998b),”由施工者觀點看設計橋梁懸臂施工法篇(二)”,現代營建,第227期,24-30。
林嘉永、楊健國 (1994),”北部第二高速公路特殊工法橋梁預力混凝土特性探討與實務應用”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,471-489。
林樹柱、葉銘煌 (1996),”回顧近十年來台灣橋梁工程之建設概況-預力混凝土橋”,結構工程,第11卷、第1期,59-68。
姚乃嘉、李俊憲 (1995a),”地理資訊系統與專家系統結合技術之研究”,第14屆測量學術及應用研討會論文集,國立中興大學,台灣, 611-620。
姚乃嘉、李俊憲 (1995b),”專家系統在公路橋梁初步規劃之應用”,中華民國運輸學會第十屆論文研討會論文集,國立交通大學,台灣,413-420。
姚乃嘉、林俊豪、李俊憲 (1997),”專家系統應用於橋梁目視檢測與維護之研究”,八十六年電子計算機於土木水利工程應用論文研討會論文集,交通大學,台灣,357-368。
姚乃嘉、任以永、李俊憲 (1999a),”地理資訊系統在橋梁管理之應用”,營建管理季刊,第三十九期,20-29。
姚乃嘉、李訓斌 (1999b),”橋梁工程施工規劃自動化之研究”,第一屆營建管理研討會論文集,台灣科技大學,台灣。
孫恭先 (1982),”台灣三十年橋梁發展史”,營建世界,第2卷、第1期,22-28。
徐新煥 (1994),”牛欄河工程-懸臂工法施工”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,281-314。
徐耀賜 (1997),”橋梁結構之基本功能”,初版,全威圖書有限公司,台北市。
張正合、鄭奕孟、曾仁杰(2001),”台灣第二高速公路後續計畫構築型式之研究”,2001年海峽兩岸土木工程合作交流活動台灣論文集,上海,71-84。
張榮裕、張善鈞、鄭吉宏、宋建宏、陳志霖 (1994),”場鑄預力箱型梁逐跨施工法設計實務”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,115-131。
張燕京等 (1996),預力混凝土箱型梁上部結構自動工法個案研究 - 支撐先進工法(Advanced Shoring Method),內政部營建署委託專案研究計畫期末報告。
莊文宏、王長芳、葉銘煌 (1994),”逐跨架設預鑄斜撐版配合場鑄箱型梁合成橋之設計”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,99-114。
郭正道 (1997),”懸臂工法-高架橋邊跨之懸臂施工”,橋梁設計與施工自動化,財團法人台灣營建研究院,台灣,46-55。
陳仁豐 (1996),”預鑄節塊工法橋梁”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,417-435。
陳仁豐 (1997),”預鑄節塊懸臂吊裝工法-二高高雄環線C393Z標”,橋梁設計與施工自動化,財團法人台灣營建研究院,台灣,56-83。
陳正雄 (1996),”北二高牛欄河橋工程主橋上部結構預力箱型梁橋面懸臂分節(工作車推進)施工探討”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,463-507。
陳世光 (1996),”支撐先進工法橋梁-雙T型斷面橋梁”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,383-407。
陳茂本 (1999),”箱形橋梁節塊推進施工安全探討”,品質管制月刊,第35卷,第10期,21-28。
陳泓德 (1993),”橋梁節塊推進工法概述”,中華技術,第17期,53-58。
陳俊輔 (1994),”節塊推進工法施工方式、設備選用之探討”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,247-261。
陳俊賓 (1998),”案例式推理在橋梁上部結構工法評選之應用”,國立台灣科技大學營建工程技術研究所碩士論文,台灣。
陳國隆 (1996),”橋梁設計理念”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,1-21。
陳國隆 (1997),”節塊推進工法-頂推式施工法”,橋梁設計與施工自動化,財團法人台灣營建研究院,台灣,30-45。
陳集成(1994),”專家系統和類神經網路於預力混凝土橋設計應用之研究”,國立台灣大學土木工程研究所碩士論文,台灣。
麥錦成 (1994),”專家系統應用在公路路線設計規範之研究”,國立中興大學土木工程研究所碩士論文,台灣。
曾大仁、陳正宗 (1994),”北二高樟樹里高架橋工程舉推式推進工法施工簡介”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,221-229。
黃順和 (1996),”台灣首座採用節塊推進施工法橋梁-北二高鳳山溪橋及頭前溪橋”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,347-365。
楊金澤 (1992),”淺談橋梁之美化”,台灣公路工程,第18卷、第7期,12-23。
萬建民 (1994),”節塊推進工法施工作業方式介紹”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,205-219。
萬建民、陳振盛 (1996),”就地支撐場注預力混凝土箱型梁施工支撐工法之經濟性、施工性比較”,邁向二十一世紀之國道建設第三屆國道建設研討會論文集,台灣,233-244。
經濟部水利處(1999),跨河構造物設施設置審議規範(試行辦法)修正草案。
廖肇昌 (1997),”自動化混凝土工程規劃設計”,混凝土施工技術自動化,財團法人台灣營建研究院,11-27.
劉永輝 (1996),”節塊推進工法橋梁-頂推式施工法”,橋梁工程施工實務訓練,交通部國道新建工程局,台灣,367-382。
蔡茂生、陳國隆、賴志弘 (2000),”國道橋梁工程自動化之演進”,先進橋梁施工與管理技術,財團法人台灣營建研究院,107-122.
陶明泰 (1995),”黑板式專家系統在懸臂施工橋初步設計之應用”,淡江大學土木工程研究所碩士論文,台灣。
鄭元振、張冠蕙 (1994),”利用格網分析技術輔助路廊研選”,第十三屆測量學術及應用研討會論文集,國立交通大學,台灣,577-587。
鄭明源、葉銘煌、林樹柱 (1994),”關西大橋(牛欄河二號橋)之設計”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,31-49。
鄭凱文 (1994),”國工局新引進之橋梁工法”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,183-204。
賴順政、王靜宜、陳玫英、連昭志(1994),”名間高架橋懸臂工法設計簡介”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,153-167。
謝定亞 (1995),營建自動化專題研究教材大綱,教育部顧問室營建自動化科技教育改進計畫期末報告。
謝孟勳、鄭道明、黃正翰 (1999),”橋梁工程之電腦模擬分析以支撐先進、全跨預鑄吊裝工法為例”,八十八年電子計算機於土木水利工程應用研討會論文集,國立中興大學,台灣,1343-1352。
簡俊民 (1994),”專家系統在斜張橋初步設計之應用”,國立交通大學土木工程研究所碩士論文,台灣。
蘇英豪 (1994),”節塊推進工法與就地支撐工法橋梁之經濟性比較-以北二高頭前溪橋及龍潭高架橋為例”,國道橋梁工程技術規劃、設計、施工及管理論文集,台灣,231-245。
蘇英豪 (1996),”支撐先進工法、節塊推進工法與就地支撐工法橋梁之經濟性比較”,邁向二十一世紀之國道建設第三屆國道建設研討會論文集,台灣,213-230。
指導教授 姚乃嘉(Nie-Jia Yau) 審核日期 2002-1-14
推文 facebook   plurk   twitter   funp   google   live   udn   HD   myshare   reddit   netvibes   friend   youpush   delicious   baidu   
網路書籤 Google bookmarks   del.icio.us   hemidemi   myshare   

若有論文相關問題,請聯絡國立中央大學圖書館推廣服務組 TEL:(03)422-7151轉57407,或E-mail聯絡  - 隱私權政策聲明