26.  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

27.  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

28.  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

29.  Influence of bidirectional shaking on pore water pressure generation for liquefaction triggering evaluation

Yang, Cheng-Hsu; Hwang, Yu-Wei; Zhang, Wenyang; Chang, Der-Wen; Yang, Kuo-Hsin ,  2024-05-07
[土木工程學系暨研究所] 會議論文
for liquefaction triggering evaluation earthquake;liquefaction;bidirectional shaking;one-dimensional shaking;site response analysis Over the past years

30.  回應表面法可靠度基的最佳化設計

鄧建中; Deng, Jian-zhong ,  2007
[機械與機電工程學系暨研究所] 學位論文
, Improved response surface method and its application to stiffened plate reliability analysis, Engineering Structures,2000 [7] Kaymaz, I , Application

31.  Discrete Wave Equation Analyses for Pile Responses Due to Horizontal Ground Motions of Earthquake

Chang, Der-wen; Cheng, S. H.; Lin, B. S. ,  2013-01
[土木工程學系暨研究所] 期刊論文
Soils and Foundations
the seismic ground motions or corresponding earth pressures, and its application to the wave equation analysis of pile. Alternatives of the wave equation

32.  Wave Equation Analyses on Vertical Responses of Interactive Capped Piles

Chang, D. W.; Wen C. H.; Lin B. S. ,  2008-10
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering Journal 39(4), pp.
. In this paper, relevant solutions on liquefaction induced lateral spreading are presented. Direct and indirect earth-pressure approximations

33.  Risk analysis of soil liquefaction in chianan plain of Taiwan

Chen, C. H.; 黃富國; Huang, F. K. ,  1996-01
[營建系] 會議論文
The 3rd sino-british geological conference
淡江大學營建系 Chen, C. H. 黃富國 Huang, F. K. Risk analysis of soil liquefaction in chianan plain of Taiwan 1996-01 en The 3rd sino-british geological

34.  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

35.  Probabilistic Prediction of Tropical Cyclone Rapid Intensification by Using the Characteristics of the Large-scale Environment and Satellite Images

CHANG, Yu-Yuan; TSAI, Hsiao-Chung; SHE, Chia-I; ELSBERRY, Russell ,  2018-06-03
[水資源及環境工程學系暨研究所] 會議論文
AOGS Annual Meeting 2018
CHANG, Yu-Yuan TSAI, Hsiao-Chung SHE, Chia-I ELSBERRY, Russell Probabilistic Prediction of Tropical Cyclone Rapid Intensification by Using

36.  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

37.  隨機特性下之拓樸最佳化

何明翰; Ho, Ming-han ,  2010
[土木工程學系暨研究所] 學位論文
probabilistic analysis into topology optimization process to take randomness of design variables into account. Earlier researches have shown optimal

38.  FD Solutions for Static and Dynamic Winkler Models with Lateral Spread Induced Earth Pressures on Piles

Chang, D. W.; Lin, B. S.; Yeh, C. H.; Cheng, S. H. ,  2008-05
[土木工程學系暨研究所] 會議論文
Geotechnical Earthquake Engineering and Soil Dynamics IV, .vol.2, pp.835-844
are applicable in modeling pile responses. In this paper, relevant solutions on liquefaction induced lateral spreading are presented. Direct and indirect

39.  Aspects of Probabilistic Process Algebra

周清江 ,  1992-12-01
[資訊管理學系暨研究所] 專書
周清江 Aspects of Probabilistic Process Algebra 1992-12-01 en_US https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/107718

40.  液化土壤模數折減下樁基動力反應分析

林伯勳; 巫秀星; 張德文 ,  2005-09
[土木工程學系暨研究所] 會議論文
2005第十一屆大地工程學術研討會暨國科會成果發表會論文集，8頁
Earthquake causes soil liquefactions and foundation damages at many sites in Taiwan. Soil liquefaction not only can yield lateral spreading and ground

41.  樁基礎耐震性能之可靠度分析研究

林宜儫; Lin, Yi-Hao ,  2013
[土木工程學系暨研究所] 學位論文
:448-495. 54. Tokimatsu K and Asaka Y. (1998) “Effects of liquefaction-induced ground displacement on pile performance in the 1995 Hyogoken-Nambu

42.  Case Study of Dynamic Responses of A Single Pile Foundation Installed in Coal Ash Landfills Using Effective Stress Analysis and EQWEAP

Lu, C.W.; Chang, D.W. ,  2015-06-01
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering (Journal of the SEAGS and AGSSEA), 46(2), pp. 77-81
and EQWEAP Dynamic responses of single pile foundation;Soil liquefaction;Coal ash;Three dimensional effective stress analysis;EQWEAP 2015-06-01 en

43.  土釘加勁邊坡靜動態行為分析

范峻崇; Fan, Jien-chung ,  2005
[土木工程學系暨研究所] 學位論文
), Analysis for soil Reinforcement with Bending Stiffness,” Journal of Geotechnical Engineering, ASCE, Vol.118, No.10, pp.1505-1528. 24. Juran, I

44.  樁基礎耐震性能之研究

王寅綸; Wang, Yin-Lun ,  2013
[土木工程學系暨研究所] 學位論文
of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, pp. 1082-1090. 40.Seed, H. B. and Idriss, I. M. (1982), “Ground Motions and Soil

45.  樁基礎受液化和地盤側向流動之結構行為分析(II)

張德文 ,  2007
[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(II) Structural Analysis for Pile Foundations Subjected to Soil Liquefaction and Lateral Spreading (II) 2007 行政院國

46.  人工合成地震對基樁耐震性能之影響

劉佳泓; Liu, Chia-Hung ,  2014
[土木工程學系暨研究所] 學位論文
. 55. Seed, H. B. and Idriss, I. M. (1982), “Ground Motions and Soil Liquefaction During Earthquakes”, Earthquake Engineering Research Institute

47.  外包加勁砂柱之數值模擬

黃振業; Huang; Chen-yeh ,  2009
[土木工程學系暨研究所] 學位論文
column due to not be able to develop the required load-bearing capacity. In such soil, the required lateral confinement can be induced by encapsulating

48.  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

49.  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

50.  基樁耐震性能分析之初探

楊子逸; Yang, Tzu-yi ,  2009
[土木工程學系暨研究所] 學位論文
based on PBEE analysis. The PBEE analysis for geotechnical structures requires the concerns of varying earthquake, soil parameters and geology