351.  An approximate numerical analysis of rafts and piled-rafts foundation

Chang, Der-wen ,  2024-02
[土木工程學系暨研究所] 期刊論文
Computers and Geotechnics 168,　106108
Chang, Der-wen An approximate numerical analysis of rafts and piled-rafts foundation Elsevier The load distribution and deformation of rafts

352.  Portfolio dynamic trading strategies using deep reinforcement learning

Day, M. Y., Yang, C. Y., & Ni, Y. ,  2023-07-30
[管理科學學系暨研究所] 期刊論文
Soft Computing
lead to higher returns, laying the foundation for future research on the number of holdings. Moreover, when compared to previous static strategies

353.  Taiwan in Focus at the Shangri-La Dialogue

Lin, Ying-yu; Liao, Tzu-hao ,  2024-06-21
[國際事務與戰略研究所] 期刊論文
China Brief 24(13)
Lin, Ying-yu Liao, Tzu-hao Taiwan in Focus at the Shangri-La Dialogue The Jamestown Foundation PRC Defense Minister Dong Jun’s experience

354.  附加動態減振器之於三維非線性弦線振動的研究

吳莉平; Wu, Li-Ping ,  2015
[航空太空工程學系暨研究所] 學位論文
embedded in elastic foundation 三維非線性弦線之振動;調質量減振器;內共振;減振;3D Nonlinear string vibration;Tuned Mass Damper(TMD);Internal response;Vibration reduction 本文研究一兩端

355.  Effects of nano-particle dampers on multi-walled carbon nanotubes with internal resonance

Yi-Ren Wang; Zi-Wei Hsu ,  2019-03
[航空太空工程學系暨研究所] 期刊論文
Journal of Applied Science and Engineering, Vol. 22, No.1, pp.103-117
(MWCNTs) resting on an elastic foundation using a hinged-hinged nonlinear multi-layered-beam with a tuned mass damper (as a nano-particle) installed

356.  樁筏基礎靜態與地震行為之案例研究

洪明揚; Hong, Ming-Yang ,  2016
[土木工程學系暨研究所] 學位論文
案例;三維有限元素分析;piled raft foundation;static behavior;seismic behavior;physical Model;Case Study;three-dimensional finite element analysis 本研究係以有限元素軟體

357.  EQWEAP Analysis and Its Applications to Seismic Performance Based Design for Pile Foundations

Chang, Der-wen; Lee, Shun-min ,  2013-03
[土木工程學系暨研究所] 期刊論文
Journal of Applied Science and Engineering=淡江理工學刊 16(1), pp.29-40
新北市：淡江大學 Seismic response; Wave equation; Pile foundation; Performance based earthquake engineering One-dimensional wave equation can be used

358.  樁筏基礎受力變形之有限元素分析

林煒宸; Lin, Wei-Chen ,  2014
[土木工程學系暨研究所] 學位論文
;pileraft foundation;Finite Element Analysis 本研究係採三維有限元素程式Midas/GTS模擬樁筏基礎在靜態荷載(垂直、水平和彎矩作用)下所產生的力和變形特性。研究以座落在均質黏土層和均質砂土層的簡易樁筏基礎(27m×23m×1.5m)為數值模型，改變樁距樁

359.  液化土壤模數折減下樁基動力反應分析

林伯勳; 巫秀星; 張德文 ,  2005-09
[土木工程學系暨研究所] 會議論文
2005第十一屆大地工程學術研討會暨國科會成果發表會論文集，8頁
Earthquake causes soil liquefactions and foundation damages at many sites in Taiwan. Soil liquefaction not only can yield lateral spreading and ground

360.  互制對群樁基礎效益之影響

張德文; Chang, Der-Wen; 蘇順帆; Su, Shun-Fan; 林伯勳; Lin, Bor-Shiun ,  2002
[土木工程學系暨研究所] 會議論文
第二十六屆中華民國力學學會年會暨全國力學會議論文集，12頁
factor with relation of stiffness between soil and foundation structure. The foundation is assumed rigid and subjected to vertically and laterally