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.  THE EFFECTS OF LOW RISE BUILDING MAT ON LIQUEFIABLE SITE

Der-Wen Chang, Xiang-Jun Lian, Shih-Hao Cheng, Ting-Lun Hsu, Mukhanov Diyar ,  2024-09-17
[Graduate Institute & Department of Civil Engineering] Proceeding
induced soil liquefaction, Master Thesis, Department of Civil Engineering, Tamkang University, New Taipei City, Taiwan. 4. Midas (2014). Midas GTS NX

5.  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

6.  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

7.  孔隙水壓模式應用於液化影響樁基礎之波動方程分析

張紹綸; Chang, Shao-lun ,  2008
[Graduate Institute & Department of Civil Engineering] Thesis
. and Wong, I. H. (1982), “Liquefaction potential of soils with plastic fines,” Proc. Of the Conference of Soil Dynamics and Earthquake Engineering

8.  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

9.  間接土壓力模式應用於側潰影響之樁基波動方程分析

徐守亨; Hsu, Shou-heng ,  2009
[Graduate Institute & Department of Civil Engineering] Thesis
and Laterally Spreading Ground, ASCE, 14 p. 29. Hamada, M., Yasuda, S., Isoyama, R., and Emoto, K.（1986）. “Study on Liquefaction Induced Permanent Ground

10.  Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses

Chang, D.W.; Li, J.F.; Lin, Y.S. ,  2021-12
[Graduate Institute & Department of Civil Engineering] Journal Article
Geotechnical Engineering 52(4)
Liquefaction;Soil parameter reduction coefficient;Ground response Analysis;UBCSAND model Soil parameter reduction coefficient (DE) has been suggested

11.  A Probabilistic Measure on the Performance of Bit Synchronizers

趙榮耀; Chow, Louis R. ,  1973-08
[Graduate Institute & Department of Computer Science and Information Engineering] Proceeding
Proceedings, the First International Symposium on Computers and Chinese I/O Systems, Taiwan, R.O.C., pp.1101-1117
淡江大學資訊工程學系 趙榮耀 Chow, Louis R. A Probabilistic Measure on the Performance of Bit Synchronizers 1973-08 en Proceedings, the First International

12.  Study on the Seismic-induced Lateral Spreading along the Waterfront for Taipei Basin

Huang, F. K.; Shao, C. Y.; Wang, G. S. ,  2024-09-02
[Graduate Institute & Department of Water Resources and Environmental Engineering] Proceeding
Taipei Basin;Soil liquefaction;Lateral spreading;Sequential Gaussian simulation;Risk analysis Taipei Basin, the political and economic center of Taiwan

13.  樁基礎受液化和地盤側向流動之結構行為分析

林伯勳; Lin, Bor-shiun ,  2006
[Graduate Institute & Department of Civil Engineering] Thesis
淡江大學土木工程學系博士班 張德文; Chang, Der-wen 林伯勳 Lin, Bor-shiun 樁基礎受液化和地盤側向流動之結構行為分析 Structural analysis for pile foundations subjected to soil liquefaction

14.  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

15.  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

16.  液化地盤樁基之靜力分析模式研究

葉健輝; Yeh, Chien-hui ,  2006
[Graduate Institute & Department of Civil Engineering] Thesis
be make clear command on the evaluation of soil liquefaction. Five, the result of this study shows that the maximum deformation is at the pile head

17.  直接土壓力模式應用於側潰影響之樁基波動方程分析

劉凱方; Liu, Kai-feng ,  2009
[Graduate Institute & Department of Civil Engineering] Thesis
of soil. It applies the programming language of Fortran to exploit the analysis. Liquefaction potential analysis in this study is Tokimatsu

18.  Dynamic Probabilistic Sensing for Enhanced Target Coverage in WRSNs

Zhang, Chi; Li, Youxi; Xu, Pei; Chang, Chih-Yung; Roy, Diptendu Sinha ,  2024-08-15
[Graduate Institute & Department of Computer Science and Information Engineering] Journal Article
IEEE Sensors Journal, vol. 24, no. 16, pp. 26699-26715
;Wireless sensor networks;Surveillance;Schedules;Task analysis;Capacitive sensors;Probabilistic logic In wireless sensor networks (WSNs), target coverage

19.  土質參數折減係數應用於液化影響樁基礎之波動方程分析

李漢珽; Lee, Han-ting ,  2008
[Graduate Institute & Department of Civil Engineering] Thesis
淡江大學土木工程學系碩士班 張德文; Chang, Der-wen 李漢珽 Lee, Han-ting 土質參數折減係數應用於液化影響樁基礎之波動方程分析 Wave equation analysis on piles affected by liquefaction using soil

20.  液化土壤模數折減下樁基動力反應分析

巫秀星; Wu, Sho-sing ,  2005
[Graduate Institute & Department of Civil Engineering] Thesis
reduction of liquefied soils 波動方程分析;樁基;液化;土質折減係數;破壞;Wave equation analysis;pile foundation;liquefaction;soil reduction parameters;failure 本研究係以波動方程模擬地盤液化狀態下樁基

21.  橋梁樁基礎地震反應之液化和地盤流動分析

張德文; 林伯勳; 巫秀星 ,  2005-12
[Graduate Institute & Department of Civil Engineering] Proceeding
2005兩岸鐵道工程技術與營運管理學術研討會論文集，頁15-28
the liquefaction potential analysis were used for the soil springs along the pile. On the other hand, dynamic earth pressures induced by the lateral

22.  A Method for Developing Seismic Hazard-Consistent Fragility Curves for Soil Liquefaction Using Monte Carlo Simulation

Huang, Fu-Kuo; Wang, Grace S. ,  2024/10/17
[Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
Applied Sciences, 14, 9482
Huang, Fu-Kuo Wang, Grace S. A Method for Developing Seismic Hazard-Consistent Fragility Curves for Soil Liquefaction Using Monte Carlo Simulation

23.  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

24.  Studies on Soil Parameter Reduction Factors for Post Liquefaction from 1-D Ground Response Analyses

Chang, D.W.; Li, Jheng-Fong; Lin, You-Syuan ,  2018-06-10
[Graduate Institute & Department of Civil Engineering] Proceeding
Chang, D.W. Li, Jheng-Fong Lin, You-Syuan Studies on Soil Parameter Reduction Factors for Post Liquefaction from 1-D Ground Response Analyses

25.  304桃源地震臺南新化土壤液化案例探討

吳俊磊; Wu, Chun-Lei ,  2012
[Graduate Institute & Department of Civil Engineering] Thesis
-consistent fragility curves and hazard analysis for soil liquefaction by Monte Carlo simulation is proposed in this study. The uncertainties and variabilities