淡江大學機構典藏:搜尋結果

淡江大學機構典藏

Menu Search
查詢小技巧：
  • 您可在西文檢索詞彙前後加上"雙引號"，以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋，建議至進階搜尋限定作者欄位，可獲得較完整資料
    •  進階搜尋

    功能/連結

    類別瀏覽

    正在載入社群分類, 請稍候....

    作者瀏覽

    正在載入作者分類, 請稍候...

    年代瀏覽

    正在載入年代分類, 請稍候....

    結果 41-90 / 13663.

    1 2 3 4 5 6 7 8 9 10 下一頁    每頁顯示[10|25|50]項目
    [ 只搜尋有全文項目| 搜尋所有項目]     排序欄位 順序

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

    Teng, Tso-Liang; Liang, Cho-Chung; ,  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; ,  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; ,  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; ,  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; ,  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; ,  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.; ,  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; ,  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; ,  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; ,  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; ,  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; ,  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; ,  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.; ,  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.; ,  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; ,  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; ,  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; ,  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; ,  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; ,  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; ,  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

    71.  Evaluation of the surface and line integrals of some special functions

    曾琇瑱; Tseng, Shio-jenn ,  1999-08
    [應用數學與數據科學學系] 會議論文
    The fourth international congress on industrial and applied mathematics, Edinburgh, Scotland
    in Industrial and Environmental Applications AT-8 MSP-033 Analysis of Boundary Value Problems for PDEs I

    72.  Identification and damage assessment of real buildings using recursive hybrid genetic algorithm

    Wang, G. S.; Tsai, Y. C.; ,  2014-11-16
    [水資源及環境工程學系暨研究所] 會議論文
    Life-Cycle of Structural Systems – Furuta, Frangopol & Akiyama (Eds), pp.160-167
    system when excited by a uni-directional earthquake ground acceleration is u2i2u ug (2) where  = damping ratio

    73.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

    Wu, C.S.; Hong, Y.S. ,  2016-12-01
    [土木工程學系暨研究所] 期刊論文
    Geosynthetics International 23(6), p.422-434
    to compressive stresses to a fairly good ap- proximation. Using a method based on a probabilistic approach coupled with image analysis (named constric

    74.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

    Wu, C.S.; Hong, Y.S. ,  2016-12
    [土木工程學系暨研究所] 期刊論文
    Geosynthetics International 23(6), p.422-434
    of deformation when a needle fabric is subjected to a uniaxial extension. They also observed an increase of the ellipticity of pegs as induced

    75.  Estimation of Viscous Dissipative Stresses Induced by a Mechanical Heart Valve Using PIV Data

    Li, Chi-pei; Lo, Chi-wen; ,  2009-12-18
    [水資源及環境工程學系暨研究所] 期刊論文
    Annals of Biomedical Engineering 38(3),　p.903-916
    was parallel to the ground and porpendicular to the plane of the light sheet. We applied turbulent equations for analysis of the flow fields, which includes

    76.  土釘加勁陡坡破壞機制及耐震行為

    洪勇善 ,  2003-12
    [土木工程學系暨研究所] 期刊論文
    地工技術=Sino-Geotechnics 98，頁17-26
    Practice － Part 1,” Ground Engineering, Navember, pp. 10-75. ELIAS, V. AND JURAN, I. (1998), “Soil Nailing

    77.  A Time-Domain Viscous Damping Model Based on Frequency-Dependent Damping Ratios

    Chang, D. W.; Roesset, J. M.; ,  2000-12
    [土木工程學系暨研究所] 期刊論文
    Soil Dynamics and Earthquake Engineering 19(8), pp.551-558
    , with different soil stiffness, to wave equation analysis considering the pile interaction effects. Fig. 5 shows the discrete data of the transformed dampings

    78.  Understanding the scattering mechanism of single-walled carbon nanotube based gas sensors

    Zhong, Jun; Guo, Jing-Hua; ,  2010-06
    [物理學系暨研究所] 期刊論文
    Carbon 48(7), pp.1970–1976
    and should be considered in SWCNT-based gas sensors. Experimental evidence of the collision-induced tube wall deformation is demonstrated using in situ X

    79.  Length Influences on Lateral Performance of Barrette from Three-Dimensional Finite Element Analysis

    Chang, Der-Wen; Huang, Da-Wei; ,  2021-11
    [土木工程學系暨研究所] 期刊論文
    Applied Science and Engineering 25(4), p.577-591
    FLAC3D analysis can be found in [18]. Nonlinear behaviors of the cuncrete bar- rette were monitored using Mohr-Coulomb soil modal. Et was reperted

    80.  The Effects of Wake Dynamics and Trailing Edge Flap on Wind Turbine Blade

    Wang, Yi-Ren; Chiu, Chien-Chih ,  2014-06-23
    [航空太空工程學系暨研究所] 會議論文
    The Seventh Across-Strait Workshop on Shock/Vortex Interaction, Tamshui 2014
    . For a small wind turbine analysis, Jenq et al. [3] stodeed the blide root stresses of i cumposite material blade for a 1KW wand turbine. The blade

    81.  Rankine's analysis of active and passive pressures in dry sands

    祝錫智; Chu, Shi-chih ,  1991-12-01
    [土木工程學系暨研究所] 期刊論文
    Soils and foundations 31(4), pp.115-120
    淡江大學土木工程學系 祝錫智 Chu, Shi-chih Rankine's analysis of active and passive pressures in dry sands 乾砂的Rankine主動及被動土壓力分析 Japanese Society of Soil Mechanics

    82.  Optimal dynamic control for a maglev vehicle moving on multi-span guideway girders

    Linya Liu; J.D. Yau; ,  2021-04-24
    [土木工程學系暨研究所] 期刊論文
    Journal of Mechanics 37, p.373–379
    ). Here, (i, h) denote elactric currint end air gap, respectively. For small uctuations of air gap and induced current around the desired Figure 2

    83.  Interaction response of maglev masses moving on a suspended beam shaken by horizontal ground motion

    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

    84.  3D Flapping Trajectory of a Micro-Air-Vehicle and its Application to Unsteady Flow Simulation

    Yang, Lung-Jieh; Hsiao, Fu-Yuen; ,  2013-01
    [機械與機電工程學系暨研究所] 期刊論文
    International Journal of Advanced Robotic Systems 2013(10), 264(11pages)
    淡江大學機械與機電工程學系 Yang, Lung-Jieh Hsiao, Fu-Yuen Tang, Wen-Tzu Huang, I-Cheng Yang, Lung-Jieh 3D Flapping Trajectory of a Micro-Air-Vehicle and its

    85.  Monitoring the properties of natural organic matter through UV spectroscopy: A consistent theory

    李奇旺; Li, Chi-wang; ,  1997-07-01
    [水資源及環境工程學系暨研究所] 期刊論文
    Water research 31(7), pp.1787-1795
    the discussion of Jiffe and Orchin (9962). Elictrons in the ground state (designated ~Alg) may absorb quanta of light and be promoted to the n-antibond

    86.  A Novel Compound with Antioxidant Activity Produced by Serratia ureilytica TKU013

    Kuo, Yao-Haur; Hsu, Hsiu-Ching; ,  2012-08-28
    [化學學系暨研究所] 期刊論文
    Journal of Agricultural and Food Chemistry 60(36), pp.9043-9047
    to process squid pen waste.1,5 Liquor rich in bioactive material is formed during fermentation due to the liquefaction of protein and chitin

    87.  Prediction of Crosswind-Induced Derailment of Train–Rail–Bridge System by Vector Mechanics

    Wang, Su-Mei; Yau, Jong-Dar; ,  2020-12
    [土木工程學系暨研究所] 期刊論文
    ASCE Journal of Engineering Mechanics 146(12), 04020132
    to the wind-induced, large-amplitude vibrations on the flexible bridge deck (Guo et al. 2015; Zhang et al. 2016). To carry out a derailment analysis

    88.  ”World Food Security and Sustainability”，《World Economic Forum on East Asia:Putting the New Vision for Agriculture into Action in East Asia》，World Economic Forum，Bangkok,Thailand

    苑倚曼 ,  2012-05-30
    [歐洲研究所] 會議論文
    of future evolution and possible ictions to preserve Food sicurity and deteriorating Environment in prevention erratic weather conditions. I

    89.  Potential application of rhizobacteria isolated from the Central Highland of Vietnam as an effective biocontrol agent of robusta coffee nematodes and as a bio-fertilizer

    DN, Nguyen; SL, Wang; ,  2021-09-20
    [化學學系暨研究所] 期刊論文
    Agronomy 11(9), 1887 (19 pages)
    coffee trees and ground. One gram of soil sample was mixed with 99 mL sterile water in a plastic centrifuge tube and shaken at 200 rpm for 12 h

    90.  層間剪動下砂顆粒之粒徑級配演變研究

    林庭鞍; Lin, Ting-An ,  2016
    [土木工程學系暨研究所] 學位論文
    roughness of the rock, in order to facilitate the calculation JRC. 108 diameter 0.88 mm using soil nails arranged in two iron sheet, and then placed
    DSpace Software Copyright © 2002-2004  MIT &  HP  /   Enhanced by   NTU Library IR team Copyright ©   - 回饋