淡江大學機構典藏

21.  樁基礎受液化和地盤側向流動之結構行為分析(I)

張德文 ,  2006
[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 樁基礎受液化和地盤側向流動之結構行為分析(I) Structural Analysis for Pile Foundations Subjected to Soil Liquefaction and Lateral Spreading (I) 樁基礎;結構分析;波動

22.  Effect of Ground Improvement on the Lateral Resistance of Closed-End Steel Pipe Piles in a Coal Ash Pond

Shih-Hao Cheng; Hung-Jiun Liao; Der-wen Chang; Lih-Wen Quo ,  2019-09-04
[土木工程學系暨研究所] 期刊論文
Canadian Geotechnical Journal 57(7), p.1058-1071
with current design 28 practice. The most significant contribution of lateral resistance comes from a top soil zone ranging 29 from ground

23.  Estimate the In-situ Earth Pressure in a Thrust Fault Zone by Vertical Cut

楊長義 ,  2013-08
[土木工程學系暨研究所] 會議論文
6th International Symposium on In-situ Rock Stress, 8p.
pressure that the soil mass in its history. The in-situ horizontal earth pressure ut rest that no deformation in the lateril directian us  h0  K0 v0

24.  An iterative interacting method for dynamic analysis of the maglev train–guideway/foundation–soil system

Yang, Y.B; Yau, J.D. ,  2011-03
[建築學系暨研究所] 期刊論文
Engineering Structures 33(3), pp.1013-1024
alement analysis for train–bridge–foundotion–soil systems and discussed thi effectiveness of some countermeasures in reducing ground vibrations

25.  Application of Airborne LiDAR technology in Analyzing Sediment-related Disasters and Effectiveness of Conservative Management in Shihmen Watershed

Cheng-Yang Hsiao; Bor-Shiun Lin; Chun-Kai Chen; Der-Wen Chang ,  2014-08-01
[土木工程學系暨研究所] 期刊論文
Journal of GeoEngineering 9(2), pp.55-73
DEM. airborne and Ground-Based LiDAR have been utilized to precisely scan and measure topological changes. Though, the precision of ground-based LiDAR

26.  軟弱黏土中層狀加勁砂柱承載行為之數值模擬

林明瑋; Lin, Ming-Wei ,  2017
[土木工程學系暨研究所] 學位論文
the loading process are investigated. The results of the analysis show that: (1) Reinforcement stiffness has insignificant effect on the deformation

27.  2D Soil Springs for Elastic Settlements of Mat Foundation under Vertically Uniform Loads

Chang, D.W.; Hung, M.H.; Lien, H.W. ,  2020-01-14
[土木工程學系暨研究所] 會議論文
2020 International Conf. on Mathematics and Computer in Science and Engineering (MACISE 2020), p.188-191
. Keywords—mat, settlements, soil spring, FD analysis, FE analysis I. INTRODUCTION Settlements of mat foundation under vertical loads can be modeled

28.  Progressive Failure Simulation of Security Cable Barriers

Tuan, Christopher Y.; Sarmah, Ratul D.; Tuan, Alexander Y.; Kao, Chin-Sheng; Li, Q.S. ,  2010-09
[土木工程學系暨研究所] 期刊論文
International Journal of Nonlinear Sciences and Numerical Simulation 11(9), pp.755-775
was first published in 2701 [4], This study investigated a roadside safety wire rope fence and the algirithm developed was based on the analysis

29.  Response of a train moving on multi-span railway bridges undergoing ground settlement

Yau, J. D. ,  2009-09
[建築學系暨研究所] 期刊論文
Engineering Strucures 31(9), pp.2115-2122
of seismic ground waves might result in a significant amplification of beam response. Prob- lems concerning train-induced resonant phenomenon for differ

30.  大地與結構監測資料之分析模擬及其在設計規範之應用---子計畫：場址條件與反應譜特性關係之研究(II)

黃富國 ,  2008
[水資源及環境工程學系暨研究所] 研究報告
for the evaluation of soil liquefaction damage is performed to demonstrate that the method to determine the site-specific ground motion of soft sites

31.  Reliabilty-based design for allowable bearing capacity of footings on rock masses by considering angle of distortion

Ching, Jianye; Hu, Yu-gang; Yang, Zon-yee; Shiau, Jang-quang; Chen, Jeng-cheung; Li, Yi-san ,  2011-07
[土木工程學系暨研究所] 期刊論文
International Journal of Rock Mechanics and Mining Sciences 48(5), pp.728-740
of variois soil propertues. Fur deformation analyses, Fenton and Griffiths [7], Nour et al. [5] and Houy et al. [6]studied differential

32.  Finite Difference Analysis for Combined Pile Raft Foundations under Vertical Loads

Chang, D.W.; Lien, H.W.; Wang, T.Y. ,  2019-10-15
[土木工程學系暨研究所] 會議論文
16th ARC SMGE
of a vertically loaded piled raft foundation on the ground surface. Thin-plate theory with the effects of boundaries was adopted whereas alternative soil

33.  Response of a maglev vehicle moving on a series of guideways with differential settlement

姚忠達; Yau, Jong-dar ,  2009-07-01
[建築學系暨研究所] 期刊論文
Journal of sound and vibration 324(3-5), pp.816-831
in maglov system due to its motion-dapendent nature. Thus, i further study can be conducted to introduce the guideway–soil interaction

34.  Pullout resistance of single and double nails in a model sandbox

Hung, Yung-shan; Wu, C. S.; Yang, S. H. ,  2003-10-01
[土木工程學系暨研究所] 期刊論文
Canadian geotechnical journal 40(5), pp.1039-1047
. Because the nail and soil mass have different properties, stresses induced in the advancement of soil excavation result in differential strain between

35.  Seismic PBD of Piles from Monte-Carlo Simulation Using EQWEAP Analysis with Weighted Intensities

Chang, D.W.; Lin, Y.H.; Chao, H.C.; Chu, S.C.; Liu, C.H. ,  2014-06-01
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering 45(2), pp.62-69
to the analysis. Performance of the pile at the target peak ground acceleration (PGAt) can be assessed with the design requirement. Although

36.  Investigation on Aerodynamic Damping of High-rise Buildings under Interference Effects

Lo, Yuan-Lung; Kim, Yong Chul ,  2015-10-22
[土木工程學系暨研究所] 會議論文
) Chang 1130-1150 144 Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials Bo-Sen Chuang

37.  Vector form intrinsic finite element method for analysis of train–bridge interaction problems considering the coach-coupler effect

YF Duan; SM Wang; JD Yau ,  2019-02
[建築學系暨研究所] 期刊論文
International Journal of Structural Stability and Dynamics 19(2), 1950014
YF Duan SM Wang JD Yau Vector form intrinsic finite element method for analysis of train–bridge interaction problems considering the coach-coupler

38.  樁筏基礎受水平地震力作用之簡易分析

李旻儒; Lee, Min-Ju ,  2016
[土木工程學系暨研究所] 學位論文
Earthquake Engineering and Soil Dynamics IV, ASCE GSP 181. 19. Kitiyodom, P. and Matsumoto, T. (2002). “A simplified analysis method for piled raft

39.  Electromagnetic inverse scattering of a conducting cylinder buried in a lossy half-space

丘建青; Chiu, Chien-ching; Kiang, Yean-woei ,  1992-12
[電機工程學系暨研究所] 期刊論文
IEEE transactions on antennas and propagation 40(12), pp.1562-1565
finite soil Conductivity. After a brief descriptionof the theoretical formulation,we concentrate on examining the effect of burying depth, soil

40.  Dynamic response analysis of suspended beams subjected to moving vehicles and multiple support excitations

Yau, J.D. ,  2009-09
[建築學系暨研究所] 期刊論文
Journal of Sound and Vibration 325(4-5), pp.907-922
-dependent boundary problem involving multiple support seesmic inputs. For earthquake-induced response analysis of suspension bridges [1–7], an enalytical

41.  Impact Performance of W-beam Guardrail Supported by Different Shaped Posts

Teng, Tso-Liang; Liang, Cho-Chung; Hsu, Ching-Yu; Shih, Chien-Jong; Tran, Thanh-Tung ,  2016-04-11
[機械與機電工程學系暨研究所] 期刊論文
International Journal of Mechanical Engineering and Applications 4(2), p. 59-64
contact between the car and the ground. Figure 6. Nonlinear springs represented post-soil interaction. 4.4. Impect Test Simulatian Figure

42.  臺北盆地土壤液化潛能分析-考慮近地表非液化土層厚度

黃富國; 高哲豪; 王淑娟; 紀宗吉; 邱禎龍; 蘇泰維; 王聖宗 ,  2020-09
[水資源及環境工程學系暨研究所] 會議論文
第十八屆大地工程學術研討會
變成為「高液化損害可能性」地區，此重要變化之訊息非常值得關注，在土地開發利用及擬定液化防災策略時， 尤須加以注意! 關鍵字：臺北盆地、土壤液化、非液化土層厚度。 Analysis if Soil Loquefaction P - Considering the Thickness of O

43.  SEISMIC ENHANCING PRACTICE OF AN EXISTING CHINESE PALACE STYLE BUILDING

Wang, Ting-Fu; Wang, Feng-Yu; Chen, Chih-Wen ,  2006-10-12
[土木工程學系暨研究所] 會議論文
4th International Conference on Earthquake Engineering Paper No. 095
analysis for the capacity spectrum rehabilitation of building were included. The ground motion at the dependent site of March 31, 2003(331 EQ

44.  Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis

Q. S. Li, M.ASCE; Zhi, Lun-Hai; Tuan, Alex Y.; Kao, Chin-Sheng; Su, Sheng-Chung; Wu, Chien-Fu ,  2011-01
[土木工程學系暨研究所] 期刊論文
Journal of Structural Engineering 137(1), pp.143–155
i i i i Natural Frequency The results of spectral analysis of the acceleration responses mea- sured from the accelerometers located

45.  Effects of wet ball milling on lead stabilization and particle size variation in municipal solid waste incinerator fly ash

Li, Ming-Guo; Sun, Chang-Jung; Gau, Sue-Huai; Chuang, Chia-Jung ,  2010-02
[水資源及環境工程學系暨研究所] 期刊論文
Journal of Hazardous Materials 174(1–3), pp.586–591
for the analysis of many other heavy metals that may be present in hazardous wastes including MSWI ash [5–7]. This method has beun used in many studies

46.  Towards Simple Implicit Preconditioning Riemann Solvers for the Simulation of the Low Mach number Flows

Niu, Yang-Yao; Yang, Ming Jung ,  2015-10-22
[航空太空工程學系暨研究所] 會議論文
1st Association of Computational Mechanics Taiwan (ACMT) Conference
, Chih-Yung Huang, Jen-Yuan (James) Chang 1130-1150 144 Finite Element Analysis of Finite Deformation Problems for Bio-Polymer

47.  Settlements and Subgrade Reactions of Surface Raft Foundations Subjected to Vertically Uniform Load

Chang, Der-Wen; Lu, Chih-Wei; Tu, Yu-Jhang; Cheng, Shih-Hao ,  2022-05-28
[土木工程學系暨研究所] 期刊論文
Applied Sciences 12(11), 5484
Uniform Load MDPI raft foundation;settlement; soil reactions;coefficient of subgrade reaction;finite-element analysis The settlements and corresponding

48.  A wind tunnel study of the aerodynamic characteristics of a scaled, aeroelastic, model tree

Hao, Yanfeng; Kopp, Gregory A.; Wu, Chieh-Hsun; Gillmeierc, Stefanie ,  2020-02
[土木工程學系暨研究所] 期刊論文
Journal of Wind Engineering and Industrial Aerodynamics 197, 104088
the prototype because the model is fixed to the ground and the damping does not include the contribution from the friction of the root-soil connection

49.  Laboratory tests on geosynthetic-encapsulated sand columns

Wu Cho-sen; Hong Yung-shan ,  2009-04
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 27(2), p.107-120
practice to improve the bearing capacity and reduce settlement of sand column in a weak or soft soil. The improvement can be enhanced by encapsulating

50.  輸電塔群於不同幾何排列下之非線性震力分析

雷英暉 ,  2004
[土木工程學系暨研究所] 研究報告
or the soil-structure interaction, especially for the cases where tower structures are built on the soft ground, would be expected to bring

51.  Wave passage effects on the seismic response of a maglev vehicle moving on multi-span guideway

Yau, J. D. ,  2013-05-01
[建築學系暨研究所] 期刊論文
Latin American Journal of Solids and Structures 10(5), pp.981–1000
earthquake-induced vibration [18], aerodynamic vibration [19,21], and dynamic interaction of vehicle-guideway system with soil-foundation [20

52.  層間泥縫剪裂試驗模擬技術之開發

嚴中廷; Yen, Chung-Ting ,  2017
[土木工程學系暨研究所] 學位論文
. Evans B., and Wong(1985), T.-F., “Shear Localization in Rocks Induced byTectonic Deformation,” in Mechanics of Geomaterials: Rocks,Concrete, Soils, Part

53.  AMiBA: Cluster Sunyaev-Zel'dovich Effect Observations with the Expanded 13-Element Array

Kai-Yang Lin; Hiroaki Nishioka; Fu-Cheng Wang; Chih-Wei Locutus Huang; Yu-Wei Liao; Jiun-Huei Proty Wu; Patrick M. Koch; Keiichi Umetsu; Ming-Tang Chen; Shun-Hsiang Chan; Shu-Hao Chang; Wen-Hsuan Lucky Chang; Tai-An Cheng; Hoang Ngoc Duy; Szu-Yuan Fu; Chih-Chiang Han; Solomon Ho; Ming-Feng Ho; Paul T.P. Ho; Yau-De Huang; Homin Jiang; Derek Y. Kubo; Chao-Te Li; Yu-Chiung Lin; Guo-Chin Liu; Pierre Martin-Cocher; Sandor M. Molnar; Emmanuel Nunez; Peter Oshiro; Shang-Ping Pai; Philippe Raffin; Anthony Ridenour; Chia-You Shih; Sara Stoebner; Giap-Siong Teo; Jia-Long Johnny Yeh; Joshua Williams; Mark Birkinshaw ,  2016-08
[物理學系暨研究所] 期刊論文
The Astrophysical Journal 830(2), 91(21 pages)
the deformation-induced phase error with a Gaussian random distribution and an rms error of σ. The coherence efficiency is, thus, h =exp(-s2

54.  Application of Factor Analysis for Characterizing the Relationships between Groundwater Quality and Land Use in Taiwan’s Pingtung Plain

Liang, Ching-Ping; Wang, Chia-Hui; Wang, Sheng-Wei; Chang, Ta-Wei; Chen, Jui-Sheng ,  2020-12-18
[水資源及環境工程學系暨研究所] 期刊論文
Sustainability 12(24), 10608
between Groundwater Quality and Land Use in Taiwan’s Pingtung Plain groundwater quality;land use;unsaturated soil;factor analysis;factor score Although

55.  Estimation of rock pressure during an excavation/cut in sedimentary rocks with inclined bedding planes

Ching, Jianye; Yang, Zon-Yee; Shiau, Jang-Quang; Chen, Chien-Jung ,  2013-03
[土木工程學系暨研究所] 期刊論文
Structure Safety 41(1), pp.11-19
The estimation of rock pressure induced by an excavation/cut in sedimentary rocks is addressed in this study. A simplified stochastic model is proposed

56.  Chemical mechanism of surface-enhanced Raman scattering spectrum of pyridine adsorbed on Ag cluster: Ab initio molecular dynamics approach

Su, Jen-Ping; Lee, Yung-Ting; Lu, Shao-Yu; Lin, Jyh Shing ,  2013-12
[化學學系暨研究所] 期刊論文
Journal of Computational Chemistry 34(32), pp.2806–2815
modes of pyridine. Consequently, the electron transfer between pyridine and Ag20 cluster induced by different molecular vibrational modes prompts

57.  Production and purification of a fungal chitosanase and chitooligomers from Penicillium janthinellum D4 and discovery of the enzyme activators

Anh Dzung Nguyen; Huang, Chun-Ching; Liang, Tzu-Wen; Van Bon Nguyen; Pan, Po-Shen; Wang, San-Lang ,  2014-08-08
[化學學系暨研究所] 期刊論文
Carbohydrate Polymers 108, pp.331–337
that is isolatod from soil. In this study, the production, purification, and characterisation of SPP-induced D4 chitosanase ara repirted. The endo-type

58.  An index to describe the earthquake effect on subsequent landslides in Central Taiwan

Yang,Z.Y.; A.R. Pourghasemi; A. Goli Jirandeh; C.Chen; Y.H. Lee ,  2015-05-01
[土木工程學系暨研究所] 期刊論文
Arabian Journal of Geosciences 8(5), pp.3139-3147
of disaggregated rock and soil (Lin and Tung 2003(. Most of the landslides induced by the earthquake were small to medium in siae and typically shallow

59.  Effect of joint sets on the strength and deformation of rock mass models

楊長義; Yang, Z. Y.; Chen, J. M.; Huang, T. H. ,  1998-01-01
[土木工程學系暨研究所] 期刊論文
International Journal of rock mechanics and mining sciences 35(1) , pp.75-84
. on Rock Mech., Berkeley, 1969, pp. 83-103. 12. Reik, G. and Zacas, M., Strength and deformation characteristics of jointed media in true triaxial

60.  霧社水庫集水區土壤沖蝕預測模式研究

楊凱翔; Yang, Kai-Hsiang ,  2017
[土木工程學系暨研究所] 學位論文
Erosion Flume test;Rainfall Erosion;Sensitivity analysis;Single Storm;soil erosion;WEPP;土壤沖蝕;土壤沖蝕渠槽試驗;特定年雨量分析;敏感度分析;單場降雨事件分析 本研究參考林韋成(2014)及楊尚霖(2016)對

61.  Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials

Chen, P.-J.; Chuang, B.-S.; Wang, C.-K. ,  2015-10-15
[土木工程學系暨研究所] 會議論文
The Fourteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-14)
Department of Civil Engineering, Tamkang University Chen, P.-J. Chuang, B.-S. Wang, C.-K. Wang, C.-K. Finite Element Analysis of Finite Deformation

62.  Filtration behaviour of soil-nonwoven geotextile combinations subjected to various loads

Hong Yung-shan; Wu Cho-sen ,  2011-04
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 29(2), p.102-115
interaction at the soil-geotextile interface. All of these load-induced changes to a geotextile may affect the filtration behaviour of the soil-geotextile

63.  LQG control of lateral-torsional motion of Nanjing TV transmission tower

吳重成; Wu, Jong-cheng; Yang, Jann N. ,  2000-08-01
[土木工程學系暨研究所] 期刊論文
Earthquake Engineering and Structural Dynamics 29(8), pp.1111-1130
i the height of the ith node/ and J is a constant depending on the surface roughness of the ground 0 [17]. The location

64.  Low energy orbital excitations in strained LaCoO3 films

Wang, Ru-Pan; Geessinck, Jaap; Elnaggar, Hebatalla; Tomiyasu, Keisuke; Okamoto, Jun; Liu, Boyang; Du, Chao-Hung; Huang, Di-Jing; Gertjan Koster; Groot, Frank M. F. de ,  2019-10-31
[物理學系暨研究所] 期刊論文
Phys. Rev. B 100(16), 165148
be identified using a polarization-dependent analysis. We show that the dichroism intensities are related to the ground-state symmetries and change

65.  In-plane transient responses of an arch with variable curvature using the dynamic stiffness method with numerical laplace transform

黃炯憲; Huang, Chiung-shiann; 曾一平; Tseng, Yi-ping; Lin, Chia-jung ,  1998-08
[土木工程學系暨研究所] 期刊論文
Journal of engineering mechanics 124(8), pp.862-871
› alint nodal force vector :or an ~ch With vanable curvatura sobjected to destrobated loading are explicetly formulated basud on i senes

66.  Finite Difference Analysis of Vertically Loaded Raft Foundation Based on The Plate Theory with Boundary Concern

Der-Wen Chang; Hsin-Wei Lien; Tzuyu Wang ,  2018-09
[土木工程學系暨研究所] 期刊論文
Journal of GeoEngineering 13(3), P.135-147
to the analysis. If the Lysmer’s anilog model was adopted for the soil springs, much smaller foundation settlements woald be resulted at the corners since

67.  Resonance of high-speed trains moving over a series of simple or continuous beams with non-ballasted tracks

Y.B. YANG; J.D. YAU ,  2017-07
[建築學系暨研究所] 期刊論文
Engineering Structures 143, p.295–305
flexural stiffness against deformation. Obviously, the accumulated resonant response induced by a series of bridges on the vehicle may cause discomfort

68.  The load type influence on the filtration behavior of soil-nonwoven geotextile composite

Hong, Yung-shan; Wu, Cho-sen; Yang, Zon-yee; Lee, Wei F.; Wang, Ruei-hung ,  2011-03-01
[土木工程學系暨研究所] 期刊論文
Tamkang Journal of Science and Engineering=淡江理工學刊 14(1), pp.15-24
layers are presented. The permeability value of soil alone under different hydrau- lic gradients (i = 1, 5 and 10) ranges between 0.0014 cm/sec and 0.0015

69.  Response of suspended beams due to moving loads and vertical seismic ground excitations

Yau, J.D.; Fryba, L. ,  2007-12
[建築學系暨研究所] 期刊論文
Engineering Structures 29(12), pp.3255-3262
淡江大學建築學系 Yau, J.D. Fryba, L. Response of suspended beams due to moving loads and vertical seismic ground excitations Pergamon Suspension bridges

70.  Effect of asperity order on the shear response of three-dimensional joints by focusing on damage area

Yang, Zon Yee; Ali Taghichian; Li, Wei Chan ,  2010-09
[土木工程學系暨研究所] 期刊論文
International Journal of Rock Mechanics and Mining Sciences 47(6), pp.1012–1026
of paramount importanci in stability analysis of surface and under- ground rock structeres. Many parameters influence the shear strength of rock