淡江大學機構典藏

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

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
[Graduate Institute & Department of Civil Engineering] Thesis
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
[Graduate Institute & Department of Civil Engineering] Proceeding
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Architecture] Journal Article
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
[Graduate Institute & Department of Water Resources and Environmental Engineering] Research Paper
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Proceeding
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
[Graduate Institute & Department of Architecture] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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
[Graduate Institute & Department of Civil Engineering] Journal Article
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