{"id":30,"date":"2011-10-07T14:58:04","date_gmt":"2011-10-07T06:58:04","guid":{"rendered":"http:\/\/192.168.1.7\/wordpress\/?page_id=30"},"modified":"2022-04-16T09:41:19","modified_gmt":"2022-04-16T01:41:19","slug":"%e7%a0%94%e7%a9%b6%e7%94%9f-graduate-students","status":"publish","type":"page","link":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/?page_id=30","title":{"rendered":"Graduate students"},"content":{"rendered":"<p><strong>\u9867\u627f\u5b87\u6559\u6388\u7814\u7a76\u5ba4\u6b77\u5c46\u7562\u696d\u751f<\/strong><strong> (Graduated students)<\/strong><\/p>\n<p><strong>\u7814\u7a76\u6240\u535a\u58eb\u5b78\u4f4d<\/strong><\/p>\n<ol>\n<li>\u856dO\u6069 (109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u7121\u7db2\u683c\u6cd5\u65bc\u7570\u8cea\u571f\u5c64\u81ea\u7531\u6db2\u9762\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>Dissertation: Study on Free Surface Problems in Heterogeneous Soils Using the Meshless Methods<\/p>\n<ol start=\"2\">\n<li>\u5289O\u59a4 (109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u6642\u7a7a\u914d\u9ede\u7121\u7db2\u683c\u6cd5\u65bc\u8b8a\u98fd\u548c\u5ea6\u5730\u4e0b\u6c34\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>Dissertation: Study on Variably Saturated Groundwater Flow Using a Spacetime Collocation Meshless Method<\/p>\n<ol start=\"3\">\n<li>\u8a79O\u71ff (109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4ee5\u5169\u968e\u6bb5\u8fed\u4ee3\u65b9\u6cd5\u89e3\u975e\u7dda\u6027\u52a3\u6027\u5316\u554f\u984c<\/p>\n<p>Dissertation: A study on solving the nonlinear ill-posed problems using the double iteration process<\/p>\n<p><strong>\u7814\u7a76\u6240\u78a9\u58eb\u5b78\u4f4d<\/strong><\/p>\n<ol start=\"4\">\n<li>\u8607O\u5ddd (99\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4ee5\u64ec\u6642\u9593\u7a4d\u5206\u6cd5\u6c42\u89e3\u5730\u4e0b\u6c34\u6ef2\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aSolving Groundwater Seepage Problems Using the Fictitious Time Integration Method<\/p>\n<ol start=\"5\">\n<li>\u8521O\u8ce2 (99\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u7d50\u5408\u64ec\u6642\u9593\u7a4d\u5206\u6280\u8853\u8207\u4e0d\u9023\u7e8c\u8b8a\u5f62\u5206\u6790\u6cd5\u61c9\u7528\u65bc\u571f\u77f3\u9846\u7c92\u63a5\u89f8\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on contact problems of debris particles using Discontinuous Deformation Analysis incorporated with the Fictitious Time Integration Method<\/p>\n<ol start=\"6\">\n<li>\u738bO\u82e5 (100\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u64ec\u6642\u9593\u52d5\u529b\u5206\u6790\u6cd5\u61c9\u7528\u65bc\u9ad8\u5ea6\u975e\u5747\u8cea\u5730\u4e0b\u6c34\u6ef2\u6d41\u554f\u984c\u5206\u6790\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aA study on highly heterogenous groundwater seepage problem using FTIM-based dynamical methods<\/p>\n<ol start=\"7\">\n<li>\u5433O\u6689 (101\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u81fa\u7063\u5c71\u5340\u96c6\u6c34\u5340\u5730\u8868\u6c34\u8207\u5730\u4e0b\u6c34\u6d41\u52d5\u5206\u6790\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on the Surface Water and Groundwater Analysis of Mountainous Catchment in Taiwan<\/p>\n<ol start=\"8\">\n<li>\u9ec3O\u744b (101\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u6975\u7aef\u6c23\u5019\u4e0b\u964d\u96e8\u5f15\u81f4\u6dfa\u5c64\u5c71\u5d29\u4e4b\u8106\u5f31\u5ea6\u8a55\u4f30<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aVulnerability Assessment of Rain-induced Shallow Landslide Under Extreme Climate<\/p>\n<ol start=\"9\">\n<li>\u738bO\u7ff0 (102\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1aTrefftz \u6cd5\u61c9\u7528\u65bc\u4e09\u7dad\u7a69\u614b\u5730\u4e0b\u6c34\u6ef2\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Solving Three-Dimensional Steady-state Groundwater Seepage Problems Using the Trefftz Method<\/p>\n<ol start=\"10\">\n<li>\u90b1O\u6dc7 (102\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u964d\u96e8\u5f15\u81f4\u5ee3\u57df\u6dfa\u5c64\u5c71\u5d29\u672a\u98fd\u548c\u5c64\u6578\u503c\u6a21\u5f0f\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on the Development of an Unsaturated Numerical Model for Rainfall-induced Regional Shallow Landslides<\/p>\n<ol start=\"11\">\n<li>\u66feO\u7dd0 (102\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a \u52d5\u529b\u5206\u6790\u65bc\u91cd\u529b\u5f0f\u78bc\u982d\u8207\u677f\u6a01\u5f0f\u78bc\u982d\u4e4b\u8010\u9707\u6027\u80fd\u8a2d\u8a08\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Dynamic Analysis of the Performance-based Seismic Design for Gravity Type and Sheet Pile Type Wharfs<\/p>\n<ol start=\"12\">\n<li>\u738bO\u7a4e (102\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4ee5\u64ec\u6642\u9593\u7a4d\u5206\u6cd5\u5206\u6790\u6dfa\u6c34\u6ce2\u65b9\u7a0b\u5f0f\u61c9\u7528\u65bc\u571f\u77f3\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Debris Flow Problems using Shallow Water Equations based on the FTIM<\/p>\n<ol start=\"13\">\n<li>\u9ec3O\u771f (103\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u57fa\u9686\u5e02\u5761\u5730\u707d\u5bb3\u98a8\u96aa\u8a55\u4f30\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aRisk Assessment of Landslide Disaster in Keelung City<\/p>\n<ol start=\"14\">\n<li>\u4f59O\u52f3 (104\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u52d5\u529b\u5206\u6790\u65bc\u96e2\u5cb8\u98a8\u6a5f\u57fa\u790e\u8a55\u4f30\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Dynamic Analysis of Offshore Wind Turbine Foundation<\/p>\n<ol start=\"15\">\n<li>\u5289O\u59a4 (104\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u672a\u98fd\u548c\u5c64\u5730\u4e0b\u6c34\u6c34\u6d41\u6578\u503c\u6a21\u5f0f\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Numerical Modeling of Groundwater Flow in Unsaturated Soil<\/p>\n<ol start=\"16\">\n<li>\u856dO\u6069 (104\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u61c9\u7528\u57fa\u672c\u89e3\u6cd5\u6c42\u89e3\u4e92\u5c64\u571f\u58e4\u5730\u4e0b\u6c34\u6ef2\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Solving Groundwater Seepage Problems of Multi-Layered Soil Using the Method of Fundamental Solutions<\/p>\n<ol start=\"17\">\n<li>\u5f35O\u5b87 (104\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4e92\u5c64\u571f\u58e4\u58d3\u5bc6\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Consolidation Problems in Multi-Layered Soil<\/p>\n<ol start=\"18\">\n<li>\u9673O\u96ef (105\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u61c9\u7528Trefftz\u914d\u9ede\u6cd5\u65bc\u6ef2\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Solving Seepage Problems Using the Trefftz Collocation Method<\/p>\n<ol start=\"19\">\n<li>\u5289O\u5b89 (107\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u96f2\u6797\u7e23\u6ff1\u6d77\u9678\u5730\u5340\u5730\u5c64\u4e0b\u9677\u4e4b\u98a8\u96aa\u8a55\u4f30<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Land Subsidence Risk in Near Shore Land Zone at Yunlin County<\/p>\n<ol start=\"20\">\n<li>\u6d2aO\u4e39 (108\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u57fa\u4e8eTrefftz\u6cd5\u975e\u98fd\u548c\u908a\u5761\u6ef2\u6d41\u673a\u5236\u4e0e\u7a69\u5b9a\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Seepage flow and Stability of Unsaturated Slope using Trefftz Method<\/p>\n<ol start=\"21\">\n<li>\u4e0a\u5b98O\u741b (108\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4ee5\u5f91\u5411\u57fa\u5e95\u51fd\u6578\u6cd5\u5206\u6790\u975e\u98fd\u548c\u571f\u5c64\u7684\u975e\u7dda\u6027\u5730\u4e0b\u6c34\u6c34\u6d41\u554f\u984c<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aAnalysis of Nonlinear Groundwater Flow Problems in Unsaturated Soils Using the RBF Method<\/p>\n<ol start=\"22\">\n<li>\u9ad8O \u00a0(108\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u61c9\u7528Trefftz\u6cd5\u65bc\u66ab\u614b\u6ef2\u6d41\u554f\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Solving Transient Seepage Problems Using the Collocation Trefftz Method<\/p>\n<ol start=\"23\">\n<li>\u6d2aO\u5fae (108\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u4e3b\u6210\u4efd\u5206\u6790\u6cd5\u65bc\u57fa\u9686\u5e02\u6df9\u6c34\u707d\u5bb3\u98a8\u96aa\u8a55\u4f30\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aFlood Risk Assessment Using Principal Component Analysis for Keelung City<\/p>\n<ol start=\"24\">\n<li>\u694aO\u831c (109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1aTrefftz\u914d\u9ede\u6cd5\u61c9\u7528\u65bc\u611f\u6f6e\u5730\u5340\u5730\u4e0b\u6c34\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on the Collocation Trefftz Method Applied to Groundwater in Tidal zone<\/p>\n<ol start=\"25\">\n<li>Nanda KhoO (\u90edO\u59b2 109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u985e\u795e\u7d93\u7db2\u8def\u65bc\u57fa\u9686\u5e02\u6df9\u6c34\u707d\u5bb3\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Flood Disaster in Keelung City Using Artificial Neural Network<\/p>\n<ol start=\"26\">\n<li>\u4f59O\u5ead (109\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u57fa\u9686\u5e02\u706b\u707d\u7279\u6027\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on the characteristics of Fire Disaster in Keelung City<\/p>\n<ol start=\"27\">\n<li>\u9673O\u5b8f (110\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u6dfa\u5c64\u5d29\u584c\u707d\u5bb3\u4e4b\u5be6\u4f8b\u63a2\u8a0e\u8207\u5206\u6790<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aA Case Studyon Shallow Landside in Hualien County<\/p>\n<ol start=\"28\">\n<li>\u6d2aO\u61f7 (110\u5e74\u7562\u696d)<\/li>\n<\/ol>\n<p>\u7562\u696d\u8ad6\u6587\uff1a\u7d71\u5305\u5de5\u7a0b\u5099\u6a19\u95dc\u9375\u8ab2\u984c\u4e4b\u7814\u7a76<\/p>\n<p>\u7562\u696d\u8ad6\u6587(\u82f1\u6587)\uff1aStudy on Key Issues of Bid Preparation for Turnkey Project<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\t\t\t\t<![CDATA[]]>\t\t<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-30","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/pages\/30","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=30"}],"version-history":[{"count":5,"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/pages\/30\/revisions"}],"predecessor-version":[{"id":1699,"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=\/wp\/v2\/pages\/30\/revisions\/1699"}],"wp:attachment":[{"href":"https:\/\/gsclab.ntou.edu.tw\/wordpress\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=30"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}