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العلاقة: [1] 吳鴻志（2002）「運用關連式法則分析異常 WAT 良率之機台組合」，中正大學會計學研究所碩士論文。 [2] 許玉金,張博雄(2014)「台灣體感溫度初步分析」，中央氣象局104年度天氣分析與預報研討會。 [3] 黃裕煒, 鐘太郎(2000)「應用模糊控制在空調舒適度及省能控制之研究」，國立化彰化師範大學工業教育學系碩士論文，P6。 [4] 洪紹鯤（1999）「半導體製程之資料探勘」，台灣科技大學電機工程研究所碩士論文。 [5] 陳建銘（2001）「類神經網路於 Web Mining 之應用」」，台北科技大學商業自動化與管理研究所碩士論文。 [6] Han, J. and M. Kamber, Data Mining: Concepts and Techniques, San Francisco, CA, USA: Morgan Kaufmann, 2000. [7] Berry, M., and Linoff, G., Data Mining Techniques for Marketing, Sales and Customer Support, John Wiley and Sons, New York, 1997. [8] Agrawal, R. and Srikant, R., “Mining Quantitative Association Rules in Large Relational Tables,” Proc. of the ACM-SIGMOD 1996 Conference on Management of Data, Montreal, Canada, June 1996. [9] Han, J. and Yongjian, “Discovery of Multiple-Level Association Rules from Large Databases,” Proceddings of the 21st VLDB Conference, 1995. [10] Agrawal, R. and Srikant, R., “Fast Algorithms for Mining Association Rule, ” Proc. of the 20th International Conf. on Very Large Data Bases, 1994, pp. 487-499. [11] Wur, Suh-Ying and Yungho Leu, “An effective Boolean algorithm for mining association rules in large databases,” Proceedings of the 6th International Conference on Database Systems for Advanced Applications, 1999, pp.179 –186. [12] Savasere, A., Omiecinski, E. and S. Navathe(1995),“An Efficient Algorithm for Mining Association Rule in Large Databases,” Proceeding of 21th VLDB, pp. 432-444. [13] Jong, S. P., Chen, Ming-Syan, and Yu, P. S., “An Effective Hash-Based Algorithm for Mining Association Rules,” Proc ACM SIGMOD, 1995, pp.175-186. [14] Wur, Suh-Ying and Yungho Leu, “An effective Boolean algorithm for mining association rules in large databases,” Proceedings of the 6th International Conference on Database Systems for Advanced Applications, 1999, pp.179 –186. [15] Chen, Yun-Shiow and Min-Xun Guo, 2002, “A Study for the Determination of Threshold Value of Supportability in Association Rule – From Cost Viewpoint,” The 16th Asia Quality Symposium 2002, Japan, November 2002. [16] Feyyad, U.M., “ Data mining and knowledge discovery: making sense out of data”, IEEE Expert, Vol. 11 , no. 5 , 1996, pp.20 – 25 [17] Song, H. S., Kim, J. k. and Kim, S. H., “Mining the change of customer behavior in an internet shopping mall”, Expert Systems with Applications,Vol.3,2000,pp18-74. [18] Chen, M. C.(2003), “Configuration of Cellular Manufacturing Systems Using Association Rule Induction,” International Journal of Production Research, 41(2.)pp. 381–395. [19] 葉忠、吳恆睿（2002），「中醫院揀藥作業儲位規劃之研究」，運籌研究期刊，第二期，39-84 頁。 [20] Zormana, M., Masudab, G., Kokola, P., Yamamotob, R. and B. Stiglica, “Mining Diabetes Database With Decision Trees and Association Rules,” Computer-Based Medical Systems 2002, Proceedings of the 15th IEEE Symposium on, 2002, pp. 134 – 139.; U0002-0607201716182500; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/114671Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/114671/1/index.htmlTest

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4

溫度考慮下之風環境研究 ; The effect of temperature on the study of wind environment

المؤلفون: 王晨宇, Wang, Chen-Yu

المساهمون: 淡江大學土木工程學系碩士班, 張正興

مصطلحات موضوعية: 問卷調查, 舒適度, 風場環境, 計算流體力學, 數值模擬, 熱環境, Questionnaire Survey, comfort, wind environment, computational fluid dynamics, Numerical Simulation, Thermal Environment

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العلاقة: 參考文獻 [1] Melbourne, W. H.“Criteria for Environment Wind Conditions”, J. of Industrial dynamics. , 3, pp. 241-249. (1978) [2]Penwarden, A.D. & Wise A. F. E. ,“Wind Environment Around Buildings”,Building Research Establishment Report,HMSO.(1975) [3]Hunt, J. C. R. , Poulton, E. C. , and Mumford, J. C. , “The Effects of Wind on People ； New Criteria Based on Wind Tunnel Experiments”, Building Environment, 11, pp. 15-38 (1976). [4] SHUZO MURAKAMI，YOSHITERU IWASA，YASUSHIGE MORIKAWA，”Study on Acceptable Criteria for Assessing Wind Environment at Ground Level Based on Residents’Diaries" [5] 林晟漢，”行人環境風場舒適度標準性評估與數值模擬可行性研究”，淡江大學土木工程研究所碩士論文(2009) [6] 莊淨輝，”行人環境風場舒適度標準評估與實場調查”，淡江大學土木工程研究所碩士論文(2016) [7] 登內隆宏，持田灯，後藤半延，內田茉莉亞，吉野博，佐々木澄，”緑地と水面周辺の屋外空間における人間の温熱快適性に及ぼす主要な要因の把握とSET* のモデル化に関する検討”日本建築學會東北支部研究報告會(2009) [8] 後藤伴延，”Study on energy-saving indoor climate control with improving occupants’ arousal and productivity”，風工学研究拠点共同研究成果報告書(2015) [9] Michael J. Soligo*, Peter A. Irwin, Colin J. Williams, Glenn D. Schuyler , 1998,”A comprehensive assessment of pedestrian comfort including thermal effects” Journal of Wind Engineering and Industrial Aerodynamics 77&78 (1998) 753-766 [10]李建鋒，”校園戶外環境熱舒適之研究-以大學、小學為例”(2008) [11] Yoshihide Tominaga, Akashi Mochida, Ryuichiro Yoshie, Hiroto Kataoka, Tsuyoshi Nozu, Masaru Yoshikawa, Taichi Shirasawa, AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings(2008) [12] Mochida, A., Tominaga, Y., Murakami, S., Yoshie, R., Ishihara, T., Ooka, R., 2002. Comparison of various k–e models and DSM applied to flow around a high-rise building—Report on AIJ cooperative project for CFD prediction of wind environment. Wind Struct. 5 (2–4), 227–244. [13] Shirasawa, T., Tominaga, T., Yoshie, R., Mochida, A., Yoshino, H., Kataoka, H., Nozu, T., 2003. Development of CFD method for predicting wind environment around a high-rise building part 2: the cross comparison of CFD results using various k- models for the flowfield around a building model with 4:4:1 shape. AIJ J. Technol. Des. 18, 169–174 (in Japanese). [14]Yoshie, R., Mochida, A., Tominaga, Y., 2006. CFD prediction of wind environment around a high-rise building located in an urban area. In: The Fourth International Symposium on Computational Wind Engineering, July. 2006, Yokohama, Japan. [15] Architectural Institute of Japan, 2004. Recommendations for loads on buildings. Architectural Institute of Japan (in Japanese). [16] Shirasawa, T., Tominaga, T., Yoshie, R., Mochida, A., Yoshino, H., Kataoka, H., Nozu, T., 2003. Development of CFD method for predicting wind environment around a high-rise building part 2: the cross comparison of CFD results using various k- models for the flowfield around a building model with 4:4:1 shape. AIJ J. Technol. Des. 18, 169–174 (in Japanese). [17] Mochida, A., Tominaga, Y., Murakami, S., Yoshie, R., Ishihara, T., Ooka, R., 2002. Comparison of various k–e models and DSM applied to flow around a high-rise building—Report on AIJ cooperative project for CD prediction of wind environment. Wind Struct. 5 (2–4), 227–244. [18] ISO 9920,Ergonomics of the Thermal Environment-Estimation of the thermal insulation and evaporative resistance of a clothing ensemble, International Standards Organisation,Geneva,1995. [19] 王智賢，”建立行人環境風場舒適性標準之實場調查與評估”，淡江大學土木工程研究所碩士論文(2008) [20] 潘家銘，”建立較佳行人風場評估方法之初探”，淡江大學土木工程研究所碩士論文(2004); U0002-0401201714013100; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/114604Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/114604/1/index.htmlTest

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5

風致振動舒適度標準評估 : 利用振動台問卷資料 ; Evaluation of human comfort criteria questionnaire survey to wind-induced motion by motion simulator

المؤلفون: 劉興澔, Liu, Hsin-Hao

المساهمون: 淡江大學土木工程學系碩士班, 張正興

مصطلحات موضوعية: 風致振動, 舒適度標準, 振動模擬台, 回歸週期, Wind-Induced Motion, Comfort Criteria, Motion Simulator, Return Period

وصف الملف: 144 bytes; text/html

العلاقة: [1] Architecture and Building Research Institute of Taiwan (2007), Taiwan Building Wind Code, Taipei, Taiwan [2] Fazlur R. Khan and Richard A. Parmelee (1971), “Service Criteria for Tall Buildings for Wind Loading, Proceedings of 3rd International Conference on Wind Effects on Buildings and Structures, Tokyo, Japan, pp. 401-407. [3] Peter W. Chen and Leslie E. Robertson (1972), “Human Perception Threshold of Horizontal Motion, ASCE Journal of Structural Division, Vol. 98, No. ST8, pp. 1681-1695. [4] Robert J. Hansen、John W. Reed and Eric H. Vanmarcke, (1973), Human Response to Wind-induced Motion of Buildings, ASCE Journal of Structural Division, Vol. 99, No. ST7, pp. 1589-1605. [5] Takeshi Goto (1983), “Studies on Wind-Induced Motion of Tall Buildings Based on OccupantsReactions, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 13, pp. 241-252. [6] A.P.Jeary, R.G.Morris and R.W.Tomlinson (1988), “Perception of Vibration – Tests in a Tall Building, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 29, pp.361-370. [7] Andy W. Irwin (1978), Human Response to Dynamic Motion of Structures, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. [8] Andy W. Irwin (1986), Motion in Tall Buildings, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. [9] International Organization for Standardization (1984), Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0.063 to 1 Hz), ISO6897-1984, Geneva, Switzerland. [10] N. Isyumov (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. [11] N. Isyumov and J. Kilpatrick (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings, Procceedings of ASCE Structures Congress, Chicago, USA. [12] W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. [13] W. H. Melbourne, (1998), “Comfort Criteria for Wind-Induced Motion in Structures, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. [14] Andy W.Irwin (1978), “Human Response to Dynamic Motion of Structures, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. [15] Andy W.Irwin (1986), “Motion in Tall Buildings, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. [16] W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. [17] W. H. Melbourne (1998), “Comfort Criteria for Wind-Induced Motion in Structures, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. [18] Standards Australia/ Standards New Zealand (2002), AS/NZS 1170.2 Supplement 1:2002, Structural Design Actions - Wind Actions - Commentary (Supplement to AS/NZS 1170.2:2002), Sidney, Australia. [19] Takeshi Goto (1975), “Research on Vibration Criteria from the View Point of People Living in Tall Buildings. (Part 1) Various Responses of Humans to Motion, Transactions of the Architectural Institute of Japan, Vol. 237, No. 11, pp.109-118. [20] J. Kanda, Y. Tamura and K. Fujii, (1988), “Probabilistic Criteria for Human Perception of Low-Frequency Horizontal Motions, Proceedings of Symposium/Workshop on Serviceability of Buildings, Ottawa, pp. 260-269. [21] N. Isyumov, (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. [22] N. Isyumov and Kilpatrick, J. (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings, Procceedings of ASCE Structures Congress, Chicago, USA. [23] S. Nakata, Y. Tamura and T. Otsuki,(1993), “Habitability under Horizontal Vibration of Law Building, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp.39-44. [24] K. Shioya and J. Kanda (1993), “Human Perception Thresholds of Horizontal Motion, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp. 45-52. [25] Kenny C. S. Kwok, Melissa D. Burton and Peter A. Hitchcock, (2007),“Occupant Comfort and Perception of Motion in Wind-Excited Tall Buildings, Proc. of 12th International Conference on Wind Engineering, Cairns, Australia, pp. 101-115. [26] Melissa D. Burton, Roy O. Denoon, Richard D. Roberts, Kenny C. S. Kwok, and Peter A. Hitchcock (2003),“A motion simulator to investigate effects of wind-induced building mption, Proc. of 11th International Conference on Wind Engineering, Texas, USA, pp. 1341-1348. [27] John F. Golding(1998), “Motion sickness susceptibility questionnaire revised and its relationship to other forms of sickness, Brain Research Bulletin, Vol.47, No. 5, pp.507-516. [28] John F. Golding(2006), “Predicting individual differences in motion sickness susceptibility by questionnaire, Personality and Individual Differences 41, pp.237-248. [29] John F. Golding(2006), “Motion sickness susceptibility, Autonomic Neuroscience: Basic and Clinical 129, pp.67-76. [30] Architectural Institute of Japan (2004), Guidelines for the evaluation of habitability to building vibration, AIJES-V001-2004, Tokyo, Japan.; U0002-1101201714092800; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/114601Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/114601/1/index.htmlTest

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6

行人環境風場舒適度標準評估與實場調查 ; Application of field measurements to establish comfort criteria assessment for pedestrian wind environments

المؤلفون: 莊淨輝, Chuang, Ching-Hui

المساهمون: 淡江大學土木工程學系碩士班, 張正興, Chang, Cheng-Hsin

مصطلحات موضوعية: 問卷調查, 舒適度, 風場環境, 計算流體力學, 數值模擬, Questionnaire Survey, comfort, wind environment, computational fluid dynamics, Numerical Simulation

وصف الملف: 144 bytes; text/html

العلاقة: 參考文獻 [1]. Melbourne, W. H.“Criteria for Environment Wind Conditions”, J. of Industrial dynamics. , 3, pp. 241-249. (1978) [2]. Hunt, J. C. R. , Poulton, E. C. , and Mumford, J. C. , “The Effects of Wind on People ； New Criteria Based on Wind Tunnel Experiments”, Building Environment, 11, pp. 15-38 (1976). [3]. Penwarden, A.D. & Wise A. F. E. ,“Wind Environment Around Buildings”, Building Research Establishment Report, HMSO.(1975) [4]. Study on Acceptable Criteria for Assessing Wind Environment at Ground Level Based on Residents’Diaries [5]. Isyumov, N. &Davenport, A.G. , ,“The Ground Level Wind Environment in Built-up Areas”, Proceeding of the Fourth International Conference on Wind Effects on Buildings and Structures. Cambridge Univ. Press, U.K. pp403-422.(1976) [6]. 林晟漢，” 行人環境風場舒適度標準性評估與數值模擬可行性研究，淡江大學土木工程研究所碩士論文(2009) [7]. AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings(2008) [8]. Mochida, A., Tominaga, Y., Murakami, S., Yoshie, R., Ishihara, T., Ooka, R., 2002. Comparison of various k–e models and DSM applied to flow around a high-rise building—Report on AIJ cooperative project for CFD prediction of wind environment. Wind Struct. 5 (2–4), 227–244. [9]. Shirasawa, T., Tominaga, T., Yoshie, R., Mochida, A., Yoshino, H., Kataoka, H., Nozu, T., 2003. Development of CFD method for predicting wind environment around a high-rise building part 2: the cross comparison of CFD results using various k- models for the flowfield around a building model with 4:4:1 shape. AIJ J. Technol. Des. 18, 169–174 (in Japanese). [10]. Yoshie, R., Mochida, A., Tominaga, Y., 2006. CFD prediction of wind environment around a high-rise building located in an urban area. In: The Fourth International Symposium on Computational Wind Engineering, July. 2006, Yokohama, Japan. [11]. Architectural Institute of Japan, 2004. Recommendations for loads on buildings. Architectural Institute of Japan (in Japanese). [12]. Shirasawa, T., Tominaga, T., Yoshie, R., Mochida, A., Yoshino, H., Kataoka, H., Nozu, T., 2003. Development of CFD method for predicting wind environment around a high-rise building part 2: the cross comparison of CFD results using various k- models for the flowfield around a building model with 4:4:1 shape. AIJ J. Technol. Des. 18, 169–174 (in Japanese). [13]. Mochida, A., Tominaga, Y., Murakami, S., Yoshie, R., Ishihara, T., Ooka, R., 2002. Comparison of various k–e models and DSM applied to flow around a high-rise building—Report on AIJ cooperative project for CD prediction of wind environment. Wind Struct. 5 (2–4), 227–244. [14]. 潘家銘，”建立較佳行人風場評估方法之初探”，淡江大學土木工程研究所碩士論文(2004) [15]. 王志賢，” 建立行人環境風場舒適性標準之實場調查與評估，淡江大學土木工程研究所碩士論文(2008); U0002-2508201611220300; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/111265Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/111265/1/index.htmlTest

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7

建築開口皮層對室內空間自然通風效果模擬研究 : 以低層住宅為例 ; Simulation study on effects of architectural opening on indoor natural ventilation : case study on low storey housing

المؤلفون: 李念慈, Li, Nian-Cih

المساهمون: 淡江大學建築學系碩士班, 王文安

مصطلحات موضوعية: 建築皮層, CFD數值模擬, 室內舒適度, 室內自然通風, Building skin, computational fluid dynamics, Indoor comfort, Natural ventilation

وصف الملف: 144 bytes; text/html

العلاقة: 中文文獻吉野正敏 1976 《小氣候》東京：大明堂株式會社侯錦雄 1993 《以植栽設計改善台北市都市景觀之研究—都市街道植栽設計方法》周伯丞 1994《建築軀殼開口部自然通風效果之研究》，成功大學碩士論文林憲德涂金榮蔡崇和 1995 《內政部建築研究所籌備處專題研究計畫成果報告》王錦堂 1997 《建築物應用物理學》台北:台隆書店江哲銘 1997 《建築物理》台北：三民書局股份有限公司李魁鵬 1999 《台灣四大都會區都市熱島之研究》，博士論文，國立成功大學建築研究所李魁鵬林憲德林立人郭曉青陳子謙 1999 《台灣四大都會區都市熱島效應實測解析（2）--夏季都市熱島時空分佈特性之初步解析》《建築學報》31：75—90 李亮、林榮波、朱穎心、李曉峰林憲德 2009 《人居熱環境》台北台北:詹氏書局丁育群 2000 《內政部建築研究所研究計畫成果報告》內政部建築研究所田中俊六 2004 《建築環境工學》台北：六和出版社朱佳人 2003 《環境流體力學》台北：科技圖書 2006 《風工程概論》台北：科技圖書出版吳黛岑 2007 《集合住宅中庭植栽微氣候之數值模擬研究》國立成功大學建築學系碩士論文何育賢 2009 《植栽樹型及配置對環境風場之影響》中國文化大學建築及都市計畫研究所李亮、林榮波、朱穎心、李曉峰 2006 《用帶源向k-E兩方程式湍流模型模擬樹冠流》《清華大學學報（自然科學版）》46（6）：753-756。林憲德 2006 《綠色建築》台北:詹氏書局山崎誠子 2014 《圖解住宅植栽》台北:書虫股份有限公司廖昱嘉 2004《低層公寓式集合住宅氣流環境分析》，淡江大學建築學系碩士論文姜柏帆 2013《室內障礙物對建築物自然通風影響之研究》，國立中央大學土木工程學系碩士論文劉國軒 2006《臥室空間熱舒適性之實測與改善策略模擬研究－以開口部變化與多層次外牆為變因》，國立臺北科技大學建築與都市設計碩士論文周佑亮 2009《整合型建築外殼之陽台型式結合太陽能風扇對改善室內舒適度影響研究─以淡水地區為例》，淡江大學建築學系碩士論文英文文獻 Bo Hong ,Borong Lin ,Bing Wang ,Shuhua Li 2012《Optimal design of vegetation in residential district combined numerical simulation and field experiment》, Journal of Central South University of Technology ,Vol.19,No.3. Booth ,Norman K. 1997 《景觀設計元素》侯錦雄、李素馨合譯，台北:田園城市文化事業 FENG Ning ,MA Jie ,LIN Bo-rong ,ZHU Ying-xin 2009 〝Impact of landscape environment in residential areas.〞 J. Cent South University of Technology .16(sl):80-83 Gyr ,A.& Rys ,F 1995 〝Diffusion and Transport of Pollutants in Atmospheric Mesoscale FlowFields.〞Bull .Amer.Met.Soc. 35:198-207. Helmut E. Landsberg 1954 《都市氣候學》國立翻譯館，台北:徐氏基金會 Rodolf Geiger 1960 《近代氣候》蔣丙然譯，教育部出版網路文獻台南市都市計畫圖訊系統 http://bud.tncg.gov.tw/upmis/PUBhtml/index_PUB.htmTest 內政部營建署-建築基地綠化設計技術規範 http://greenbuilding.cpami.gov.tw/index.htmlTest 交通部中樣氣象局全球資訊網 http://www.cwb.gov.tw/V7/index.htmTest; U0002-2603201515224500; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/105655Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/105655/1/index.htmlTest

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8

生死交界：《慰安婦》中的鬼魅他者與哀悼倫理 ; Between Life and Death--The Spectral Other and the Ethics of Mourning in Nora Okja Keller's Comfort Woman

المؤلفون: 鄧秋蓉

المساهمون: 淡江大學英文學系

مصطلحات موضوعية: 慰安婦, 逝者, 鬼魂, 德希達, 哀悼, Comfort Woman, The dead, Ghosts, Derrida, Mourning

وصف الملف: 1622687 bytes; application/pdf

العلاقة: 中外文學=Chung-Wai Literary Monthly 43(4)，頁133-167; IR有 / 全文有; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/100526Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/100526/3Test/生死交界-中外.pdf; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/100526/-1/index.htmlTest

الإتاحة: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/100526Test
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9

建築受風水平隨機振動之舒適度評估 ; Evaluation of random comfort criteria to wind-induced horizontal vibration of buildings

المؤلفون: 蔡伯安, Tsai, Po-An

المساهمون: 淡江大學土木工程學系碩士班, 吳重成, Wu, Jong-Cheng

مصطلحات موضوعية: 風致振動, 舒適度標準, 回歸週期, 振動模擬台, Wind-Induced Motion, Random Vibration, Comfort Criteria, Return Period, Motion Simulator

العلاقة: 參考文獻 1. Fazlur R. Khan and Richard A. Parmelee (1971), “Service Criteria for Tall Buildings for Wind Loading”, Proceedings of 3rd International Conference on Wind Effects on Buildings and Structures, Tokyo, Japan, pp. 401-407. 2. Peter W. Chen and Leslie E. Robertson (1972), “Human Perception Threshold of Horizontal Motion”, ASCE Journal of Structural Division, Vol. 98, No. ST8, pp. 1681-1695, 1972. 3. Robert J. Hansen、John W. Reed and Eric H. Vanmarcke, (1973), ”Human Response to Wind-induced Motion of Buildings”, ASCE Journal of Structural Division, Vol. 99, No. ST7, pp. 1589-1605. 4. Takeshi Goto (1983), “Studies on Wind-Induced Motion of Tall Buildings Based on Occupants’ Reactions”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 13, pp. 241-252. 5. A.P.Jeary, R.G.Morris and R.W.Tomlinson (1988), “Perception of Vibration – Tests in a Tall Building”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 29, pp.361-370. 6. Andy W. Irwin (1978), ”Human Response to Dynamic Motion of Structures”, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. 7. Andy W. Irwin (1986), ”Motion in Tall Buildings”, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. 8. International Organization for Standardization (1984), Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0.063 to 1 Hz), ISO6897-1984, Geneva, Switzerland. 9. N. Isyumov (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings”, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. 10. N. Isyumov and J. Kilpatrick (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings”, Procceedings of ASCE Structures Congress, Chicago, USA. 11. W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings”, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. 12. W. H. Melbourne, (1998), “Comfort Criteria for Wind-Induced Motion in Structures”, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. 13. Andy W.Irwin (1978), ”Human Response to Dynamic Motion of Structures”, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. 14. Andy W.Irwin (1986), ”Motion in Tall Buildings”, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. 15. W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings”, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. 16. W. H. Melbourne (1998), “Comfort Criteria for Wind-Induced Motion in Structures”, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. 17. Standards Australia/ Standards New Zealand (2002), AS/NZS 1170.2 Supplement 1:2002, Structural Design Actions - Wind Actions - Commentary (Supplement to AS/NZS 1170.2:2002), Sidney, Australia. 18. Takeshi Goto (1975), “Research on Vibration Criteria from the View Point of People Living in Tall Buildings. (Part 1) Various Responses of Humans to Motion”, Transactions of the Architectural Institute of Japan, Vol. 237, No. 11, pp.109-118. 19. J. Kanda, Y. Tamura and K. Fujii, (1988), “Probabilistic Criteria for Human Perception of Low-Frequency Horizontal Motions, Proceedings of Symposium/Workshop on Serviceability of Buildings, Ottawa, pp. 260-269. 20. N. Isyumov, (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings”, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. 21. N. Isyumov and Kilpatrick, J. (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings”, Procceedings of ASCE Structures Congress, Chicago, USA. 22. S. Nakata, Y. Tamura and T. Otsuki,(1993), “Habitability under Horizontal Vibration of Law Building”, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp.39-44. 23. K. Shioya and J. Kanda (1993), “Human Perception Thresholds of Horizontal Motion”, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp. 45-52. 24. Kenny C. S. Kwok, Melissa D. Burton and Peter A. Hitchcock, (2007),“Occupant Comfort and Perception of Motion in Wind-Excited Tall Buildings”, Proc. of 12th International Conference on Wind Engineering, Cairns, Australia, pp. 101-115. 25. Melissa D. Burton, Roy O. Denoon, Richard D. Roberts, Kenny C. S. Kwok, and Peter A. Hitchcock (2003),“A motion simulator to investigate effects of wind-induced building mption”, Proc. of 11th International Conference on Wind Engineering, Texas, USA, pp. 1341-1348. 26. John F. Golding(1998), “Motion sickness susceptibility questionnaire revised and its relationship to other forms of sickness”, Brain Research Bulletin, Vol.47, No. 5, pp.507-516. 27. John F. Golding(2006), “Predicting individual differences in motion sickness susceptibility by questionnaire”, Personality and Individual Differences 41, pp.237-248. 28. John F. Golding(2006), “Motion sickness susceptibility”, Autonomic Neuroscience: Basic and Clinical 129, pp.67-76. 29. Architectural Institute of Japan (2004), Guidelines for the evaluation of habitability to building vibration, AIJES-V001-2004, Tokyo, Japan. 30. Architecture and Building Research Institute of Taiwan (2007), Taiwan Building Wind Code, Taipei, Taiwan. 31. 應用超越門檻法建立基本設計風速之機率分析, “結構工程” 第二十一卷第二期(1996), 著者吳重成、鄭啟明、陳若華, pp.4-7; U0002-0808201114303900; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/74498Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/74498/-1/index.htmlTest

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10

使用振動臺於建築物受風實際水平振動之舒適度評估 ; Evaluation of wind-induced human comfort criteria to horizontal vibration of actual buildings by motion simulator

المؤلفون: 姚凱德, Yao, Kai-te

المساهمون: 淡江大學土木工程學系碩士班, 吳重成

مصطلحات موضوعية: 風致振動, 隨機振動, 舒適度標準, 回歸週期, 振動模擬台, 包松分佈, Wind-Induced Motion, Random Vibration, Comfort Criteria, Return Period, Motion Simulator, Poisson distribution

وصف الملف: 143 bytes; text/html

العلاقة: 1. Fazlur R. Khan and Richard A. Parmelee (1971), “Service Criteria for Tall Buildings for Wind Loading”, Proceedings of 3rd International Conference on Wind Effects on Buildings and Structures, Tokyo, Japan, pp. 401-407. 2. Peter W. Chen and Leslie E. Robertson (1972), “Human Perception Threshold of Horizontal Motion”, ASCE Journal of Structural Division, Vol. 98, No. ST8, pp. 1681-1695, 1972. 3. Robert J. Hansen、John W. Reed and Eric H. Vanmarcke, (1973), ”Human Response to Wind-induced Motion of Buildings”, ASCE Journal of Structural Division, Vol. 99, No. ST7, pp. 1589-1605. 4. Takeshi Goto (1983), “Studies on Wind-Induced Motion of Tall Buildings Based on Occupants’ Reactions”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 13, pp. 241-252. 5. A.P.Jeary, R.G.Morris and R.W.Tomlinson (1988), “Perception of Vibration – Tests in a Tall Building”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 29, pp.361-370. 6. Andy W. Irwin (1978), ”Human Response to Dynamic Motion of Structures”, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. 7. Andy W. Irwin (1986), ”Motion in Tall Buildings”, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. 8. International Organization for Standardization (1984), Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0.063 to 1 Hz), ISO6897-1984, Geneva, Switzerland. 9. N. Isyumov (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings”, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. 10. N. Isyumov and J. Kilpatrick (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings”, Procceedings of ASCE Structures Congress, Chicago, USA. 11. W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings”, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. 12. W. H. Melbourne, (1998), “Comfort Criteria for Wind-Induced Motion in Structures”, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. 13. Andy W.Irwin (1978), ”Human Response to Dynamic Motion of Structures”, The Structural Engineer, Vol. 56A , No. 9, pp. 237-244. 14. Andy W.Irwin (1986), ”Motion in Tall Buildings”, Proceedings of Conference on Tall Buildings and Urban Habitat - Second Century of the Skyscraper, Van Nostrand, Chicago, pp. 759-778. 15. W. H. Melbourne and J.C.J. Cheung (1988), “Designing for Serviceable Accelerations in Tall Buildings”, Proceedings of 4th International Conference on Tall Buildings, Hong Kong and Shanghai, pp. 148-155. 16. W. H. Melbourne (1998), “Comfort Criteria for Wind-Induced Motion in Structures”, Structural Engineering International 1/98, International Association of Bridge and Structural Engineering, pp. 40-44. 17. Standards Australia/ Standards New Zealand (2002), AS/NZS 1170.2 Supplement 1:2002, Structural Design Actions - Wind Actions - Commentary (Supplement to AS/NZS 1170.2:2002), Sidney, Australia. 18. Takeshi Goto (1975), “Research on Vibration Criteria from the View Point of People Living in Tall Buildings. (Part 1) Various Responses of Humans to Motion”, Transactions of the Architectural Institute of Japan, Vol. 237, No. 11, pp.109-118. 19. J. Kanda, Y. Tamura and K. Fujii, (1988), “Probabilistic Criteria for Human Perception of Low-Frequency Horizontal Motions, Proceedings of Symposium/Workshop on Serviceability of Buildings, Ottawa, pp. 260-269. 20. N. Isyumov, (1993), “Criteria for Acceptable Wind-Induced Motions of Tall Buildings”, Proceedings of International Conference on Tall Buildings, Council on Tall Buildings and Urban Habitat, Rio de Janeiro. 21. N. Isyumov and Kilpatrick, J. (1996), “Full-Scale Experience with Wind-Induced Motions of Tall Buildings”, Procceedings of ASCE Structures Congress, Chicago, USA. 22.S. Nakata, Y. Tamura and T. Otsuki,(1993), “Habitability under Horizontal Vibration of Law Building＂, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp.39-44. 23.K. Shioya and J. Kanda (1993), “Human Perception Thresholds of Horizontal Motion＂, International Colloquium on Structural Serviceability of Buildings, Göteborg, Sweden, IABSE Reports, Vol. 69, pp. 45-52. 24.Kenny C. S. Kwok, Melissa D. Burton and Peter A. Hitchcock, (2007),“Occupant Comfort and Perception of Motion in Wind-Excited Tall Buildings＂, Proc. of 12th International Conference on Wind Engineering, Cairns, Australia, pp. 101-115. 25.Melissa D. Burton, Roy O. Denoon, Richard D. Roberts, Kenny C. S. Kwok, and Peter A. Hitchcock (2003),“A motion simulator to investigate effects of wind-induced building mption＂, Proc. of 11th International Conference on Wind Engineering, Texas, USA, pp. 1341-1348. 26.John F. Golding(1998), “Motion sickness susceptibility questionnaire revised and its relationship to other forms of sickness＂, Brain Research Bulletin, Vol.47, No. 5, pp.507-516. 27.John F. Golding(2006), “Predicting individual differences in motion sickness susceptibility by questionnaire＂, Personality and Individual Differences 41, pp.237-248. 28.John F. Golding(2006), “Motion sickness susceptibility＂, Autonomic Neuroscience: Basic and Clinical 129, pp.67-76. 29.Architectural Institute of Japan (2004), Guidelines for the evaluation of habitability to building vibration, AIJES-V001-2004, Tokyo, Japan. 30.Architecture and Building Research Institute of Taiwan (2007), Taiwan Building Wind Code, Taipei, Taiwan. 31. 應用超越門檻法建立基本設計風速之機率分析, “結構工程＂第二十一卷第二期(1996), 著者吳重成、鄭啟明、陳若華, pp.4-7; U0002-2007201013261400; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/52256Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/52256/1/index.htmlTest

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