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461. 基於軟體定義網路之品質感知的影像串流路由方法
鄭惟駿; CHENG, Wei-Chun , 2016 [Graduate Institute & Department of Electrical Engineering] Thesis [4] Open Networking Foundation, “Software-Defined Networking:The New Norm for Networks”, April 2012 [5] S. Jain, A. Kumar, S. Mandal, J. Ong, L
462. 未來思考於土木概念設計課程之實踐與研究-以淡江大學土木工程為例
蔡明修 , 2020-09-30 [Graduate Institute & Department of Civil Engineering] Research Paper未來思考於土木概念設計課程之實踐與研究-以淡江大學土木工程為例 in Civil and Environmental Engineering, Worcester, MA, USA. Diloreto, G. E. (2013). Reengineering the foundation for our future. Civil Engineering, July
463. The Fourth Taiwan Strait Crisis: What did the August Exercises Around Taiwan Accomplish?
Lin, Ying Yu , 2022-10-04 [Graduate Institute of International Affairs And Strategic Studies] Journal ArticleChina Brief 22(18), p.26-29 Lin, Ying Yu The Fourth Taiwan Strait Crisis: What did the August Exercises Around Taiwan Accomplish? The Jamestown Foundation As the Russia
464. 線上教學助教專業工作職能內涵初探
王尹伶; 徐新逸 , 2003-09-01 [Graduate Institute & Department of Educational Technology ] Journal Article教育資料與圖書館學 41(1),頁 109-118 Trentin Scimeca ( ) Certified e- Learning Professional(CeLP) Institute of IT Training The Training Foundation
465. 美國政府與藝術發展之關係:以美國國家藝術基金會為例
陳弘穎; Chen, Hung-ying , 2008 [Graduate Institute of American Studies] Thesis「國家藝術與人文基金會法案」(National Foundation on the Arts and Humanities Act of 1965) 的宗旨,偉大的藝術家或是學者不可能被創造出來,但政府絕對有責任培養及開創一個能讓藝術家自由自在思考、無拘無束想像的環境。 美國藝術資金補助的制
466. 土質參數折減係數應用於液化影響樁基礎之波動方程分析
李漢珽; Lee, Han-ting , 2008 [Graduate Institute & Department of Civil Engineering] Thesis foundation 本研究之土質參數折減係數模式,係以一維波動方程模擬地盤液化狀態下之樁基礎動力反應,依據現場土層鑽探資料與鄰近測站之地震紀錄,由土壤液化潛能評估法配合日本相關規範求得液化土層之土質參數折減係數,以此係數對土壤強度模數進行折減,並使用集中質塊法求取自由場之地盤液化反應,再以此為前置解作用於樁基
467. 樁基礎受液化和地盤側向流動之結構行為分析
林伯勳; Lin, Bor-shiun , 2006 [Graduate Institute & Department of Civil Engineering] Thesis advantages lie in monitoring the simultaneous responses of piles and soils and it could be applied where foundation structures located in level ground
468. 聲波監測應用於地錨結構破壞之模擬和訊號分析
鄭世豪; Cheng, Shih-hao , 2009 [Graduate Institute & Department of Civil Engineering] Thesis, including tunnel excavation or support work on traffic construction, foundation stabilization work of dams and power transmission towers, slope stability work
469. 數位世界中的條碼DOI
歐陽崇榮; 歐陽慧 , 2003-12 [Graduate Institute & Department of Information and Library Sciences] Journal Article全國新書資訊月刊 60,頁33-37 /isbn/7page-1_43_1_01.htm 8 International DOI Foundation, ”The DOI Handbook -Ontraduction,” May 2003, Retriived May 16, 2083, from http://www.doi.org
470. An open-source enabled scheme for improved interactive whiteboard
Chang, Feng-cheng; Chen, Duen-kai , 2011-07 [Department of Innovative Information and Technology] Proceeding2011 4th International Conference on Ubi-Media Computing (U-Media), pp.213-216 -Andre, “Extensible Messaging and Presence Protocol (XMPP): Core,” Jabber Software Foundation, Oct. 2004. [10] P. Saint-Andre, “Extensible
471. 基於雲端運算的飛航作業風險評估架構
葉鎰維; Ye, Yi-Wei , 2012 [Graduate Institute & Department of Information Management] Thesis Operations Risk Assessment System (FORAS)”, International Air Safety Seminar, Flight Safety Foundation, 2002. [22] Murthya, U.S., Groomerb, S.M.
472. EasySnmpNMS : 一個基於SNMP協議之跨平臺網路管理系統
陳加祥; Chen, Jia-Siang , 2012 [Graduate Institute & Department of Computer Science and Information Engineering] Thesis全書. Wikimedia Foundation, Inc., 01-6月-2012. [2] Wikipedia contributors, 「理查·斯托曼」, 維基百科,自由的百科全書. Wikimedia Foundation, Inc. [3] 「我活下來了 | vgod''s blog
473. 樁基礎耐震性能之可靠度分析研究
林宜儫; Lin, Yi-Hao , 2013 [Graduate Institute & Department of Civil Engineering] Thesis;reliability analysis;EQWEAP;pile foundation;wave equation analysis;seismic performance 現今大地工程中,性能設計法的應用與日漸增,其相關研究益趨頻繁。目前大地工程性能設計規範以歐盟Eurocode和日本Geo-Code21為代表
474. 動態減振器於非線性簡支樑之減振研究
呂學奇; Lu, Hsueh-Chi , 2014 [Graduate Institute & Department of Aerospace Engineering] Thesis, inverting the system, we could simulate the beam placing on a Winkler-type elastic foundation. Therefore, there is a wide range of applications
475. Application of Lumped-mass vibration absorber on the vibration reduction of a nonlinear beam-spring-mass system with internal resonances
Yi-Ren Wang; Tzu-Wen Liang , 2015-08-18 [Graduate Institute & Department of Aerospace Engineering] Journal ArticleJournal of Sound and Vibration 350, pp.140-170 nonlinear beam held on a nonlinear elastic foundation. The LMVA was located at various points along the beam and supported by a spring from beneath
476. 傳言與投資行為
楊秉訓; 鄭宇超 , 2016-05-15 [Graduate Institute & Department of Economics] Proceeding2016第十三屆兩岸金融市場發展研討會 Quarterly, 15, 461-486. 12. Shiller, R. J., 1987, Investor Behavior in the 1987-10 Stock Market Crash: Survey Evidence, Cowles Foundation, Yale
477. 兩種質點減振器對非線性彈性樑的減振效益分析
王怡仁 , 2015-08 [Graduate Institute & Department of Aerospace Engineering] Research Paper兩種質點減振器對非線性彈性樑的減振效益分析,科技部計畫結案報告書,計畫編號: MOST 103-2221-E-032 -047 Nano Tube (CNT) ) 被廣為研究,而其應用通常將CNT置於一彈性基座 (Elastic Foundation) 上,分析遭受各種外力之形變、振動及穩定性。本研究將以nonlinear cubic spring模擬此樑下方之彈性介質。此假設除了提供transverse 方向較大的振幅,亦可
478. The extensively corrected score for measurement error models
YH, Huang; CC, Wen; YH, Hsu , 2015-12-01 [Department of Applied Mathematics and Data Science] Journal ArticleScandinavian Journal of Statistics 42(4), pp.911-924 of the Foundation of the Scandinavian Journal of Statistics. Published by Wiley Publishing Ltd. The Extensively Corrected Score for Measurement
479. The extensively corrected score for measurement error models
Yih-Huei Huang , Chi-Chung Wen, Yu-Hua Hsu , 2015-12 [Department of Applied Mathematics and Data Science] Journal ArticleScandinavian Journal of Statistics 42(4), pp.911–924 Board of the Foundation of the Scandinavian Journal of Statistics. Published by Wiley Publishing Ltd. The Extensively Corrected Score
480. 英國年金改革與就業政策之研究(1997-2007)
方大維; Fang, Da-wei , 2009 [Graduate Institute of European Studies] Thesis on the Margins of Work. York: Joseph Rowntree Foundation Millar, J. (2000) Keeping track of welfare reform: The New Deal programmes. York: Joseph
481. 基樁耐震性能分析之初探
楊子逸; Yang, Tzu-yi , 2009 [Graduate Institute & Department of Civil Engineering] Thesis率分析;危害度曲線;需求曲線;PSHA;EQWEAP;pile foundation;analyze the probability of annual exceedance;seismic performance;hazard curve;demand curve;PSHA;EQWEAP 本研究嘗
482. The evolution of Jamestown : changes in American political and social images
簡潔; Chieh-Chien , 2011 [Graduate Institute of the Americas] Thesis. The Official Blue Book of the Jamestown Ter-centennial Exposition. Virgina, 1909. Colonial Williamsburg Foundation. Jamestown, Williamsburg
483. 書評:勝選支出—政治制度、經濟地理與政府補貼
林偉修 , 2020-09 [Department of Global Political Economy] Journal Article 台灣民主季刊 17(3),頁159-168 policy of China. ISSN 1726-9355 print / 1811-8109 inline © 2020 by Taiwan Foundation for Democracy / Vil. 17, No. 3 / September 2420 This text
484. Three-dimensional Finite Element Analyses of Barrette Piles under Compression and Uplift Loads with Field Data Assessments
Chang, D.W.; Lin, C.; Wang, T.; Lin, Y.K.; Lu, F.C.; Kuo, C.J. , 2019-09 [Graduate Institute & Department of Civil Engineering] Journal ArticleGeotechnical Engineering Journal of the SEAGS & AGSSEA 50(3), p.58-73 can provide simplified but effective solutions to the analysis of pile foundations (Poulos, 2001). Of the pile foundation was treated as a rigid pile
485. 以波動方程和有限元素分析樁基礎受震行為之比較
王彥誌; Wang, Yen-Chih , 2012 [Graduate Institute & Department of Civil Engineering] Thesis is gradually moving towards Performance-Based Design (PBD). The study on seismic PBD of pile foundation is still at an early stage in Taiwan while