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"weng m c"
Showing items 36-45 of 74 (8 Page(s) Totally)
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| 國立臺灣大學 |
2010 |
An associated elastic–viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
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Weng, M.C.; Tsai, L.S.; Hsieh, Y.M.; Jeng, F.S. |
| 國立臺灣大學 |
2010 |
Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model
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Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S. |
| 臺大學術典藏 |
2010 |
Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model
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Weng, M.C.;Tsai, L.S.;Liao, C.Y.;Jeng, F.S.; Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S. |
| 義守大學 |
2009/07/06 |
Reliability analysis and hygro-thermo-mechanical design for MEMS-based pressure sensor
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Hsu, H.C. ; Chu, L.M. ; Shieh, W.L. ; Weng, M.C. ; Hsu, F.R. |
| 國立高雄大學 |
2009-09 |
Bearing Capacity Evaluation of Shallow Foundations using the Distinct Element Method
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Weng, M.C.; 童士恒; Yu, C.C.; Ho, C.I. |
| 國立臺灣科技大學 |
2009 |
Economic evaluation model for post-earthquake bridge repair/rehabilitation: Taiwan case studies
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Cheng M.-Y.; Wu Y.-W.; Chen S.-J.; Weng M.-C. |
| 國立高雄大學 |
2009 |
Microscopic characteristics of problematic Tertiary sandstone as revealed by grain-wide local deformation
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Weng, M.C.; Tung, S.H.; Shih, M.H. |
| 國立高雄大學 |
2009 |
The microscopic mechanism associated with mechanical behaviour of sandstone – using bonded particle model
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Weng, M.C.; Li, H.H. |
| 國立高雄大學 |
2009 |
Bearing capacity evaluation of shallow foundation from distinct element method
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Weng, M.C.; Tung, S.H.; Yu, C.C.; Ho, C.I. |
| 國立高雄大學 |
2008 |
A simple model for stress-induced anisotropic softening of weak sandstones
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Weng, M.C; Jeng, F.S.; Hsieh, Y.M.; Huang, T.H. |
Showing items 36-45 of 74 (8 Page(s) Totally)
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