淡江大學機構典藏

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
[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(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
[土木工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 會議論文
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
[建築學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 學位論文
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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 期刊論文
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
[建築學系暨研究所] 期刊論文
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
[水資源及環境工程學系暨研究所] 研究報告
for the evaluation of soil liquefaction damage is performed to demonstrate that the method to determine the site-specific ground motion of soft sites