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
[Department of Construction] Research Paper
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
[Graduate Institute & Department of Computer Science and Information Engineering] Proceeding
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Computer Science and Information Engineering] Journal Article
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
[Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
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
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Department of Management Sciences] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Proceeding
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
[Graduate Institute & Department of Statistics] Journal Article
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
[Department of Construction] Research Paper
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
[Graduate Institute & Department of Civil Engineering] Thesis
., 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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Research Paper
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Proceeding
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
[Graduate Institute & Department of Architecture] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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