淡江大學機構典藏

1.  地震災害境況模擬研究-子計畫：土壤液化及引致變位之機率分析(I)

黃富國 ,  2002
[營建系] 研究報告
淡江大學營建系 黃富國 地震災害境況模擬研究-子計畫：土壤液化及引致變位之機率分析(I) Probabilistic Analysis for Soil Liquefaction and Induced Ground Deformation (I) 2002 行政院國家科學委員會 http

2.  Dynamic Circle Recommendation: A Probabilistic Model

Chou, Fan-Kai; Chiang, Meng-Fen; Chen, Yi-Cheng; Peng, Wen-Chih ,  2014-05
[資訊工程學系暨研究所] 會議論文
The 18th Pacific-Asia Conference on Knowledge Discovery and Data Mining (PAKDD 2014), pp.25-37
for scenarios, such as, who should I dial to in the early morning? whose mail would I reply first at midnight? We develop a time-sensitive probabilistic model

3.  The Phase Concept for Liquefaction in both Sandy and Clayey Soils

Lee, Shannon Hsien-Heng; Huang, Jin-Hwa; Widjaja, Budijanto; Chang, Der-Wen ,  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.15-22
that the main trigger of liquefaction under earthquake is the change of pore water pressure inside soil. Others proposed the variation of soils from

4.  Addressing the Advantages of Using Ensemble Probabilistic Models in Estimation of Distribution Algorithms for Scheduling Problems

Chen, S. H.; Chen, M. C. ,  2013
[資訊工程學系暨研究所] 期刊論文
International Journal of Production Economics 141(1), p.24–33
Chen, S. H. Chen, M. C. Addressing the Advantages of Using Ensemble Probabilistic Models in Estimation of Distribution Algorithms for Scheduling

5.  Explore a Multivariate Bayesian Uncertainty Processor driven by artificial neural networks for probabilistic PM2.5 forecasting

Yanlai Zhou; Li-Chiu Chang; Fi-John Chang ,  2020-04
[水資源及環境工程學系暨研究所] 期刊論文
Science of the Total Environment 711, 134792
(Section 4.1), deterministic PM2.5 forecasts (Section 4.2), and probabilistic PM2.5 forecasts and summarization (Section 4.3). 4.1. Preliminary analysis

6.  Mixed fuzzy-probabilistic programming approach for multiobjective engineering optimization with random variables

Shih, C. J.; Wangsawidjaja, R. A. S. ,  1996-06-01
[機械與機電工程學系暨研究所] 期刊論文
Computers and structures 59(2), pp.283-290
September 7994) Abstract-A mixed fuzzy-probabilistic fuzzy-probubilistuc programming approach is presented to solve i multiobjective

7.  One-Dimensional Wave Equation Analyses for Pile Responses subjected to Seismic Horizontal Ground Motions

Chang, Der-Wen; Cheng, Shih-Hao; Wang, Yin-Lun ,  2014-06
[土木工程學系暨研究所] 期刊論文
Soils and Foundations 54(3), pp.313-328
True dynamic analysis Time dependent or pseudo-static solutions resolved Level ground Full analysis to monitor the liquefaction induced problem (flow

8.  Fuzzy mixture inventory model with variable lead-time based on probabilistic fuzzy set and triangular fuzzy number

Chang, H. C.; Yao, J. S.; 歐陽良裕; Ouyang, Liang-yuh ,  2004-01
[管理科學學系暨研究所] 期刊論文
Mathematical and Computer Modelling 39(2-3), pp.287-304
the numerical analysis method, we obtain the computed results as shown in Table 5. From these results, the following can be observed. (i

9.  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
that are affected by soil liquefaction and liquefaction induced lateral spread of the ground under very large earth- quakes. The fatal

10.  Seismic response analysis of piled raft with grid-form deep mixing walls under strong earthquakes with performance-based design concerns

Yamashita, Kiyoshi; Shigeno, Yoshimasa; Hamada, Junji; Chang, Der-Wen ,  2018-02
[土木工程學系暨研究所] 期刊論文
Soils and Foundations 58(1), p.65-84
-dimensional FE analysis;Stabilized soil;Tensile failure;Performance-based design A seismic response analysis of a piled raft foundation combined with cement

11.  Multiobjective fuzzy optimization with random variables in a mix of fuzzy and probabilistic environment

Shih, C. J.; Wangsawidjaja, R. A. S. ,  1995-03-20
[機械與機電工程學系暨研究所] 會議論文
Fuzzy Systems, 1995. International Joint Conference of the Fourth IEEE International Conference on Fuzzy Systems and The Second International Fuzzy Engineering Symposium., Proceedings of 1995 IEEE Int (Volume:3 ), pp.1163-1170
, I,,=8.0kg., and I,,=2.25kg.. To solve this mixed fuzzy probabilistic optimization problem, we first solve those four optimization objectives

12.  Probabilistic approaches for investigating species co-occurrence from presence-absence maps

Chang, Ya-Mei; Suman Rakshit, Chun-Hung Huang, Wen-Hsuan Wu ,  2023-09-12
[統計學系暨研究所] 期刊論文
PeerJ 11
) associated. Results A simulation study is conducted to demonstrate the type-I errors and the testing powers of our approaches. The probabilistic approach

13.  土壤液化引致維生管線損害之風險分析研究(I)

黃富國 ,  2003
[營建系] 研究報告
淡江大學營建系 黃富國 土壤液化引致維生管線損害之風險分析研究(I) Study on the Risk Analysis for Soil Liquefaction-Induced Damages of Lifelines (I) 2003 行政院國家科學委員會 http

14.  液化地盤之群樁行為研究

林佑軒; Lin, You-Syuan ,  2017
[土木工程學系暨研究所] 學位論文
., and Wong, I. H. (1982), “Liquefaction potential of soils with plastic fines,” Soil Dynamics and Engineering Conference, Southampton, pp.887-897. 13. Finn

15.  The performance of a sand column internally reinforced with horizontal reinforcement layers

Hong Yung-Shan; Wu Cho-Sen ,  2013-11
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 41, p.36-49
- forced column, shear stress is induced at the soil-reinforcement interface due to the difference in their moduli of deformation. The mobilized shear

16.  Axial stress–strain relation of encapsulated granular column

Wu Cho-sen; Hong Yung-shan; Lin Hsien-chin ,  2009-01
[土木工程學系暨研究所] 期刊論文
Computers and Geotechnics 36(1-2), p.226-240
and the axial strain of soil to enable the analysis of granular material behavior under a continuous increase in lateral pressure. The analytical

17.  A numerical analysis of a fully penetrated encased granular column

Hong, Yung-shan; Wu, Cho-sen; Chang, Cheng-hsin ,  2017-09-04
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes, 45(5), 391-405.
granular column that is embedded in soft soil using a numerical analysis. The numerical analysis is verified by experimental tests that are performed

18.  A numerical analysis of a fully penetrated encased granular column

Hong, Yung-shan; Wu, Cho-sen; Chang, Cheng-hsin ,  2017-10
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes, 45(5), p.391-405.
column that is embedded in soft soil using a numerical analysis. The numerical analysis is verified by experimental tests that are performed

19.  Dynamic Analyses for Performance-Based Seismic Design of Geotechnical Structures with Examples in Deep Foundations

Chang, D.W.; Lu, C.W.; Lin, S.S.; Lai, J.R. ,  2016-06
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering 47(2), pp.83-88
is not easy in the experiment. Us to the deformation prablems, ine needs to conduct the structural analysis and/or the physical

20.  The behavior of a laminated reinforced granular column

Wu Cho-Sen; Hong Yung-Shan ,  2008-08
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 26(4), p.302-316
at failure, and ruduced the post- constants of the granular soil to be determined experimen- peak stringth loss. tally, i

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