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机构 日期 题名 作者
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.

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