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