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    Results 31-80 of 13663.

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

    Ching, Jianye; Hu, Yu-gang; ,  2011-07
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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.; ,  2019-10-15
    [Graduate Institute & Department of Civil Engineering] Proceeding
    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
    [Graduate Institute & Department of Architecture] Journal Article
    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.; ,  2003-10-01
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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.; ,  2014-06-01
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Proceeding
    ) 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; ,  2019-02
    [Graduate Institute & Department of Architecture] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Thesis
    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; ,  1992-12
    [Graduate Institute & Department of Electrical Engineering] Journal Article
    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
    [Graduate Institute & Department of Architecture] Journal Article
    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; ,  2016-04-11
    [Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
    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
    [Graduate Institute & Department of Water Resources and Environmental Engineering] Proceeding
    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
    [Graduate Institute & Department of Civil Engineering] Proceeding
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
    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
    [Graduate Institute & Department of Aerospace Engineering] Proceeding
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Research Paper
    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
    [Graduate Institute & Department of Architecture] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Thesis
    . 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
    [Graduate Institute & Department of Physics] Journal Article
    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
    [Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Chemistry] Journal Article
    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
    [Graduate Institute & Department of Chemistry] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Thesis
    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
    [Graduate Institute & Department of Civil Engineering] Proceeding
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Physics] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Architecture] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Architecture] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Department of Applied Mathematics and Data Science] Proceeding
    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
    [Graduate Institute & Department of Water Resources and Environmental Engineering] Proceeding
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Physics] Journal Article
    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
    [Graduate Institute & Department of Civil Engineering] Journal Article
    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
    [Graduate Institute & Department of Aerospace Engineering] Proceeding
    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
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