Yau, J. D.
,
2009-01 [建築學系暨研究所] 期刊論文 Journal of Sound and Vibration 329(2), pp.171-188 speed is denoted as vras;i ¼ fud [21–43]. This is so called resonance phenomenon for train-induced response if
railway bridges. In the following
周子聰; Zhou, Zicong; Joos, Bela
,
1999-09 [物理學系暨研究所] 期刊論文 Modelling and Simulations in Materials Science and Engineering 7(3), pp.383-395
- Nonaffine chain and primitive path
deformation un crosslinked polymers
J D Davidson and N C Goulbourne
Recent citations
- Analysis of Factors
Joos, Bela; Zhou, Zi-cong
,
1998-03-01 [物理學系暨研究所] 會議論文 APS-98 March Meeting,Los Angeles Convention Center, from a volume preserving deformation yields a very slowly convergent average value. From an equilibrium fluctuation method, which probes
張德文; Chang, Der-wen
,
1993-12 [土木工程學系暨研究所] 會議論文 中華民國力學學會第十七屆全國力學會議論文集(上)=Proceedings of the 17th National Conference on Theoretical and Applied Mechanics (I), pp.373-380 ;剪力特徵;Generalized Cap Model;Nonlinear Soil Behavior;Load;Strain;Tangent Rigidity Matrix;Stress Analysis;Finite Element Method;Shearing Characteristic
陳詠裕; Chen, Yong-Yu
,
2013 [水資源及環境工程學系暨研究所] 學位論文 91, 107-110.
Carter, M.R., Gregorich, E.G. (2006) soil sampling and methods of analysis. Taylor & Francis Group.
Grigatti, M., Cavani, L., Ciavatta, C
黃瀚瑱; Huang, Han-chen
,
2006 [土木工程學系暨研究所] 學位論文 , pp.499-503.
Operstein, V. and Frydman, S. (2000), “The influence of vegetation on soil strength,” Ground Improvement Vol.4, No.2, pp.81-89.
Operstein V.and
陳俊光; Chen, Chun-kuang
,
2009 [土木工程學系暨研究所] 學位論文 , simulate a system of superstrcture, pier, and foundation(together with the surrounding soil). The dynamic high-speed-rail induced load has been
Tsai, Chang-Min; Teng, Chia-I; Wang, Chien-Kai
,
2016-07-24 [土木工程學系暨研究所] 會議論文 The 12th World Congress on Computational Mechanics & The 6th Asia-Pacific Congress on Computational Mechanics Tsai, Chang-Min Teng, Chia-I Wang, Chien-Kai Application of Finite Element Package in the Platform Development for Fluid-Structure Interaction
黃富國
,
2001 [營建系] 研究報告 to soilliquefaction are
classified and associated failure mechanisms 三類則為地盤振動引致之上部結構振動損
are analyzed. Then, the foundation retrofit 害。在過去之震害歷史中，很難找到像此
張德文
,
2013-08 [土木工程學系暨研究所] 研究報告 淡江大學土木工程學系 張德文 鑽掘樁暨筏基於複合地盤之軸/側向及靜/動態行為研究,-聯合筏基與樁基礎在複合地盤的耐震變形行為研究 Study on Seismic Deformation Behaviors of Combined Raft and Pile Foundations
Yau, JD; Fryba, L.
,
2014-07-24 [建築學系暨研究所] 會議論文 11th World Congress on Computational Mechanics (WCCM2014) the bridge response subjected to simultaneous actions of moving load and earthquake-induced support motions, the total response of the suspended beam under
Yau, J.D.; L. Fryba; S.R. Kuo
,
2014-07-21 [建築學系暨研究所] 會議論文 and earthquake-induced support motions, the total response of the suspended beam under ground motions can be decomposed into two parts: the pseudo
Yang, Lung-Jieh; Kuo, A-Fu; Hsu, Cheng-Kuei
,
2012-03 [機械與機電工程學系暨研究所] 期刊論文 Journal of Aircraft 49(2), p.423-431 coefficient
CT = 2FT=U2S, average net thrust-force coefficient
E = Young's modulus
I = moment of inertia
FL = lift force
FT = net thrust
Chuang, B.-S.; Chen, P.-J.; Wang, C.-K.
,
2015-11-20 [土木工程學系暨研究所] 會議論文 The 39th National Conference on Theoretical and Applied Mechanics engineering, soil-structure interaction, ij, j sbi sui subjected to nj ij fis on the
microelectromechanical systems, and microfluidic
Chang, Der-Wen; Lin, Wei-Chen; Liu, C.H.; Lu, Chih-Wei
,
2015-11-09 [土木工程學系暨研究所] 會議論文 Proceedings of The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering are presented in this paper. Modified Cam Clay (MCC) model was adopted to model the soil behaviors. Three dimensional FEM analysis based on MIDAS-GTS
