| 臺大學術典藏 |
2022-04-25T06:22:02Z |
Impacts of the Kuroshio intrusion through the luzon strait on the local precipitation anomaly
|
Fang W.-P;Wu D.-R;Zheng Z.-W;Gopalakrishnan G;Ho C.-R;Zheng Q;Huang C.-F;Ho H;Weng M.-C.; Fang W.-P; Wu D.-R; Zheng Z.-W; Gopalakrishnan G; Ho C.-R; Zheng Q; Huang C.-F; Ho H; Weng M.-C.; CHEN-FEN HUANG |
| 臺大學術典藏 |
2022-03-22T08:27:54Z |
Quasi-site-specific prediction for deformation modulus of rock mass
|
Ching J;Phoon K.-K;Ho Y.-H;Weng M.-C.; Ching J; Phoon K.-K; Ho Y.-H; Weng M.-C.; JIAN-YE CHING |
| 臺大學術典藏 |
2022-03-22T08:27:54Z |
Quasi-site-specific prediction for deformation modulus of rock mass
|
Ching J;Phoon K.-K;Ho Y.-H;Weng M.-C.; Ching J; Phoon K.-K; Ho Y.-H; Weng M.-C.; JIAN-YE CHING |
| 臺大學術典藏 |
2022-03-22T08:25:12Z |
Quasi-site-specific prediction for deformation modulus of rock mass
|
Ching J;Phoon K.-K;Ho Y.-H;Weng M.-C.; Ching J; Phoon K.-K; Ho Y.-H; Weng M.-C.; JIAN-YE CHING |
| 臺大學術典藏 |
2021-02-04T02:48:15Z |
Evaluating failure mechanisms of dip slope using a multiscale investigation and discrete element modelling
|
Weng, M.-C.; Lin, M.-L.; Lo, C.-M.; Lin, H.-H.; Lin, C.-H.; Lu, J.-H.; Tsai, S.-J.; Weng, M.-C.; Lin, M.-L.; Lo, C.-M.; Lin, H.-H.; Lin, C.-H.; Lu, J.-H.; Tsai, S.-J.; MING-LANG LIN |
| 臺大學術典藏 |
2021-02-04T02:47:55Z |
Modeling rock bolt behavior by using the interface model of DEM
|
Weng, M.-C.; Chiu, C.-C.; Jeng, F.-S.; Lin, Y.-C.; Weng, M.-C.; Chiu, C.-C.; Jeng, F.-S.; Lin, Y.-C.; FU-SHU JENG |
| 臺大學術典藏 |
2020-05-05T08:40:34Z |
Experimental and numerical study of the separation angle for flow around a circular cylinder at low Reynolds number
|
Wu M.-H.; Wen C.-Y.; Yen R.-H.; Weng M.-C.; Wang A.-B.; AN-BANG WANG |
| 臺大學術典藏 |
2020-03-06T03:41:22Z |
A real-time local signal control methodology for alleviating incident-induced traffic congestion on arterials
|
Weng M.-C.;Chou Y.-H.;Sheu J.-B.; Weng M.-C.; Chou Y.-H.; Sheu J.-B.; JIUH-BIING SHEU |
| 國立成功大學 |
2020 |
Investigation of deformation pattern and sliding mode in dip slopes using discrete element method
|
Lin, C.-H.;Weng, M.-C.;Li, H.-H. |
| 臺大學術典藏 |
2019-12-19T07:11:35Z |
Deformational characteristics of weak sandstone and impact to tunnel deformation
|
Huang, T.-H.; Lin, M.-L.; FU-SHU JENG; Weng, M.-C.; Jeng, F.-S. |
| 臺大學術典藏 |
2019-12-19T07:11:34Z |
Characterizing the deformation behavior of tertiary sandstones
|
Weng, M.C.; Jeng, F.S.; Huang, T.H.; Lin, M.L.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:31Z |
Time-dependent deformation behaviors of weak sandstones
|
Tsai, L.S.; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:30Z |
A simple model for stress-induced anisotropic softening of weak sandstones
|
Weng, M.C.; Jeng, F.S.; Hsieh, Y.M.; Huang, T.H.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:29Z |
A simple model for geo-materials involving shear-induced anisotropic degradation
|
FU-SHU JENG;Hsieh, Y.-M.;Tsai, L.-S.;Jeng, F.-S.;Weng, M.-C.; Weng, M.-C.; Jeng, F.-S.; Tsai, L.-S.; Hsieh, Y.-M.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:28Z |
Deformation analysis of tunnel excavation in gravelly formation using the anisotropic degradation model
|
FU-SHU JENG; Liao, C.-Y.; Jou, Y.-W.; Chu, B.-L.; Jeng, F.-S.; Weng, M.-C.; FU-SHU JENG;Liao, C.-Y.;Jou, Y.-W.;Chu, B.-L.;Jeng, F.-S.;Weng, M.-C. |
| 臺大學術典藏 |
2019-12-19T07:11:28Z |
An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
|
Weng, M.C.; Tsai, L.S.; Hsieh, Y.M.; Jeng, F.S.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:28Z |
Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model
|
Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S.; FU-SHU JENG |
| 臺大學術典藏 |
2019-12-19T07:11:27Z |
A constitutive model of sandstone considering the post peak behavior
|
Jeng, F.S.; Weng, M.C.; Yeh, F.H.; Yang, Y.H.; Huang, T.H.; FU-SHU JENG |
| 國立交通大學 |
2019-04-02T05:58:58Z |
A CONSTITUTIVE MODEL OF SANDSTONE CONSIDERING THE POST PEAK BEHAVIOR
|
Jeng, F. S.; Weng, M. C.; Yeh, F. H.; Yang, Y. H.; Huang, T. H. |
| 中山醫學大學 |
2013-07 |
The impact of number of drugs prescribed on the risk of potentially inappropriate medication among outpatient older adults with chronic diseases
|
Weng, M.-C.; Tsai, C.-F.; Sheu, K.-L.; Lee, Y.-T.; Lee, H.-C.; Tzeng, S.-L.; Ueng, K.-C.; Chen, C.-C.; Chen, S.-C. |
| 國立高雄大學 |
2011 |
Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan.
|
Weng, M.C.; 吳明淏; Ning, S.K.; Jou, Y.W. |
| 國立高雄大學 |
2011 |
Life cycle design considerations of hydraulic tunnels based on inspection and maintenance cases
|
Wang, T.T.; Lee, C.H.; Weng, M.C.; Ho, T.Y. |
| 國立高雄大學 |
2011 |
An Infinitesimal Eccentric Rotational Damping Model for Rolling Resistance of Circular Particles
|
Chang, Y.L.; Chen, T.H.; Weng, M.C. |
| 國立高雄大學 |
2011 |
Evaluation of the Influence Factors on Landslides in the Lawnon Basin, Taiwan
|
Weng, M.C.; 吳明淏; Yen, C.W.; Ning, S.K. |
| 國立臺灣科技大學 |
2010 |
A simple model for geo-materials involving shear-induced anisotropic degradation
|
Weng M.C.; Jeng F.S.; Tsai L.S.; Hsieh Y.M. |
| 國立臺灣科技大學 |
2010 |
An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
|
Weng M.C.; Tsai L.S.; Hsieh Y.M.; Jeng F.S. |
| 國立高雄大學 |
2010 |
A simple model for geo-materials involving shear-induced anisotropic degradation.
|
Weng, M.C.; Jeng, F.S.; Tsai, L.S.; Hsieh, Y.M. |
| 國立高雄大學 |
2010 |
A constitutive model for gravelly soils – considering shear-induced volumetric deformation.
|
Chu, B.L.; Jou, Y.W.; Weng, M.C. |
| 國立高雄大學 |
2010 |
Mechanical properties of incineration bottom ash: the influence of composite species.
|
Weng, M.C.; Lin, C.L.; Ho, C.I. |
| 國立高雄大學 |
2010 |
Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model.
|
Weng, M.C.; Tsai, L.S.; Liao, C.Y.; Jeng, F.S. |
| 國立高雄大學 |
2010 |
An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
|
Weng, M.C.; Tsai, L.S.; Hsieh, Y.M.; Jeng, F.S. |
| 國立高雄大學 |
2010 |
Landslide evolution of Lawnon River basin induced by Typhoons.
|
Weng, M.C.; Ning, S.K.; 吳明淏 |
| 國立高雄大學 |
2010 |
Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties
|
Jeng, F.S.; Weng, M.C.; Li, H.H. |
| 國立高雄大學 |
2010 |
An anisotropic degradation model for weak sandstone – considering time dependent deformation
|
Weng, M.C.; Jeng, F.S.; Liao, C.Y.; Tsai, L.S. |
| 國立臺灣科技大學 |
2010 |
A SIMPLE MODEL FOR GEO-MATERIALS INVOLVING SHEAR-INDUCED AN ISOTROPIC DEGRADATION
|
Weng, M.C.;Jeng, F.S.;Tsai, L.S.;Hsieh, Y.M. |
| 國立臺灣大學 |
2010 |
An associated elastic–viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
|
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
|
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
|
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
|
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
|
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
|
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
|
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
|
Weng, M.C.; Li, H.H. |
| 國立高雄大學 |
2009 |
Bearing capacity evaluation of shallow foundation from distinct element method
|
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
|
Weng, M.C; Jeng, F.S.; Hsieh, Y.M.; Huang, T.H. |
| 國立高雄大學 |
2008 |
Time-dependent deformation behaviors of weak sandstone
|
Tsai, L.S; Hsieh, Y.M.; Weng, M.C.; Huang, T.H.; Jeng, F.S. |
| 國立高雄大學 |
2008 |
Influence of fine soil properties on deformation characteristics of gravelly soils
|
Chu, B.L.; Jou, Y.W.; Weng, M.C. |
| 國立高雄大學 |
2008 |
Characterizing the deformation behavior of weak sandstone from micro-vision
|
Weng, M.C.; Tung, S.H.; Shih, M.H.; Yu, C.C. |
| 國立高雄大學 |
2008 |
The failure mechanism of a concrete cube
|
Yu, C.C.; Tung, S.H.; Weng, M.C. |
| 國立臺灣科技大學 |
2008 |
A simple model for stress-induced anisotropic softening of weak sandstones
|
Weng, M.C.;Jeng, F.S.;Hsieh, Y.M.;Huang, T.H. |
