{"id":56,"date":"2015-05-17T08:17:47","date_gmt":"2015-05-17T08:17:47","guid":{"rendered":"http:\/\/people.utm.my\/vafaei\/?page_id=56"},"modified":"2020-08-25T16:30:47","modified_gmt":"2020-08-25T16:30:47","slug":"phd-students","status":"publish","type":"page","link":"https:\/\/people.utm.my\/vafaei\/phd-students\/","title":{"rendered":"Doctor of Philosophy and Master Students"},"content":{"rendered":"<h2>D<strong>octor of Philosophy:<\/strong><\/h2>\n<p>&nbsp;<\/p>\n<table class=\" alignleft\" width=\"0\">\n<tbody>\n<tr>\n<td width=\"52\">\n<p style=\"text-align: left\"><strong>No.<\/strong><\/p>\n<\/td>\n<td width=\"62\">\n<p style=\"text-align: center\"><strong>Year<\/strong><\/p>\n<p><strong>(Since)<\/strong><\/td>\n<td width=\"116\"><strong>Name<\/strong><\/td>\n<td width=\"90\"><strong>Status<\/strong><\/td>\n<td width=\"307\"><strong>Title<\/strong><\/td>\n<\/tr>\n<tr>\n<td width=\"52\">1<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Yousef Karimi Vahed<\/td>\n<td width=\"90\">Graduated (2017)<\/td>\n<td width=\"307\">Seismic Retrofit of Non-Ductile Columns through Concrete Jacketing using Inoxydable Reinforcement<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">2<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Gholamreza Soltanzadeh<\/td>\n<td width=\"90\">Graduated (2017)<\/td>\n<td width=\"307\">Seismic Retrofit of Brick Wall Infill Panels through Post-Tensioning<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">3<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Amir Mahdiyar<\/td>\n<td width=\"90\">Graduated (2017)<\/td>\n<td width=\"307\">Decision Support System to Obtain the Ideal Design of Green Roof in Malaysia<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">4<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Farnoud Rahimi Mansour<\/td>\n<td width=\"90\">Graduated (2017)<\/td>\n<td width=\"307\">Seismic Retrofit of Steel Moment Resisting Frames Using Viscoelastic Damper<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">5<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Abdulkareem Muyideen Oladimeji<\/td>\n<td width=\"90\">Graduated<\/p>\n<p>(2018)<\/td>\n<td width=\"307\">Vibration-Based Damage Detection Using Artificial Neural Network<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">6<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Mahmoud Bani Ahmadi<\/td>\n<td width=\"90\">&nbsp;<\/p>\n<p>Graduated<\/p>\n<p>(2018)<\/td>\n<td width=\"307\">Seismic Performance of Partially Infilled RC Frames Strengthen with CFRP<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">7<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Ali Pabarja<\/td>\n<td width=\"90\">Graduated<\/p>\n<p>(2018)<\/td>\n<td width=\"307\">Suppression in the dynamic response of Irregular structures using modified TLD<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">8<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"116\">Ali Fallah<\/td>\n<td width=\"90\">Final Semester<\/td>\n<td width=\"307\">Innovative Sliding Beam to Column Connection for Industrialized Building System<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">9<\/td>\n<td width=\"62\">2017<\/td>\n<td width=\"116\">Nur Hajarul Falahi Binti Abdul Halim<\/td>\n<td width=\"90\">Waiting for Viva voce<\/td>\n<td width=\"307\">Behavior of Internally Wrapped Reinforced Concrete Columns with Fiber Reinforced Polymer<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">10<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"116\">Abdul Wahid<\/td>\n<td width=\"90\">&nbsp;<\/p>\n<p>On-going<\/p>\n<p>&nbsp;<\/td>\n<td width=\"307\">Seismic response and retrofitting of built-up battened columns<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">11<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"116\">Sarehati binti Omar<\/td>\n<td width=\"90\">&nbsp;<\/p>\n<p>viva voce completed successfully<\/p>\n<p>&nbsp;<\/td>\n<td width=\"307\">Structural Damage Detection Using Nonlinear Autoregressive With Exogenous Inputs Neural Network<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">12<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"116\">Rafiq Ullah<\/td>\n<td width=\"90\">On-going<\/td>\n<td width=\"307\">Development of a new buckling restraint brace for seismic protection of structures<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">13<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"116\">Ahmed Sabah<\/td>\n<td width=\"90\">On-going<\/td>\n<td width=\"307\">Seismic retrofitting of ground soft-story low ductile RC frames through concentric brace and metallic dampers<\/td>\n<\/tr>\n<tr>\n<td width=\"52\">14<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"116\">Bahram Mehrabi<\/td>\n<td width=\"90\">On-going<\/td>\n<td width=\"307\">Seismic performance of industrialized building system<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2><\/h2>\n<h2>Master Students:<\/h2>\n<table width=\"0\">\n<tbody>\n<tr>\n<td width=\"62\"><strong>No.<\/strong><\/td>\n<td width=\"62\"><strong>Year<\/strong><\/p>\n<p><strong>(Since)<\/strong><\/td>\n<td width=\"107\"><strong>Name<\/strong><\/td>\n<td width=\"96\"><strong>Status<\/strong><\/td>\n<td width=\"274\"><strong>Title<\/strong><\/td>\n<\/tr>\n<tr>\n<td width=\"62\">1<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Elahe Esmaeli<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Seismic performance of concrete shear walls reinforced by inoxydable reinforcements<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">2<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Mohammad Darvish<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Effects of different steel design methods on the seismic vulnerability of a tall building with moment resistant frame and concentric brace<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">3<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Amir Shams<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Effects of different steel design methods on the seismic vulnerability of a tall building with moment resistant frame and Eccentric brace<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">4<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Skandar Deylam<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Displacement amplification factor for dual lateral load resisting systems composed of RC MRF and shear walls<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">5<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Saleh Nafaspour<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Displacement amplification factor for dual lateral load resisting systems composed of steel MRF and shear walls<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">6<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Reza Kordjazi<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Displacement amplification factor for dual lateral load resisting systems composed of steel MRF and Special concentric brace<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">7<\/td>\n<td width=\"62\">2015<\/td>\n<td width=\"107\">Saeid Mehraein<\/td>\n<td width=\"96\">Graduated (2016)<\/td>\n<td width=\"274\">Damage identification in the slabs of airport apron through artificial neural networks<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">8<\/td>\n<td width=\"62\">2016<\/td>\n<td width=\"107\">Nurul Nabila Binti Fazilan<\/td>\n<td width=\"96\">Graduated (2017)<\/td>\n<td width=\"274\">Seismic Fragility of Low Ductile\u00a0 Bare Reinforced Concrete Frame in Malaysia<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">9<\/td>\n<td width=\"62\">2016<\/td>\n<td width=\"107\">Nur Amalina Binti Anuar<\/td>\n<td width=\"96\">Graduated (2017)<\/td>\n<td width=\"274\">Seismic Fragility of Low Ductile\u00a0 Partially Infilled\u00a0 Reinforced Concrete Frame in Malaysia<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">10<\/td>\n<td width=\"62\">2016<\/td>\n<td width=\"107\">Nurul Amiera Binti Rosman<\/td>\n<td width=\"96\">Graduated (2017)<\/td>\n<td width=\"274\">Seismic Fragility of Low Ductile\u00a0 Fully Infilled\u00a0 Reinforced Concrete Frame in Malaysia<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">11<\/td>\n<td width=\"62\">2017<\/td>\n<td width=\"107\">Aqilah Ghazali<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic Fragility Curve for Bridges in Malaysia subjected to Near Field Earthquake<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">12<\/td>\n<td width=\"62\">2017<\/td>\n<td width=\"107\">Hasan Al Haris Alaydrus<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic Fragility Curve for Bridges in Malaysia subjected to Far Field Earthquake<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">13<\/td>\n<td width=\"62\">2017<\/td>\n<td width=\"107\">Abdirehman Mursel<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Performance of Non-Ductile Reinforced Concrete Frame Retrofitted with Damper<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">14<\/td>\n<td width=\"62\">2017<\/td>\n<td width=\"107\">Mahmoud Albhaisi<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Performance of Ductile Reinforced Concrete Frame Retrofitted with Damper<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">15<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Kotaiba Soliman Aljwim<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic fragility curves for tall wall concrete building in Malaysia under near-field earthquakes<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">16<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Siti Aisyah Bt Fathol Karib<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic fragility of tall concrete wall structures in malaysia under far-field earthquake<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">17<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Teh Kun Jie<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Efficiency of tuned liquid dampers in mitigating vibration of a plan-irregular structure<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">18<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Mas Iliani Rosli<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Influence of Consideing Malaysia National Annex in Seismic Design on The Increase in Size and Reinforcement of RC Building<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">19<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Issa Ghanim Hussein<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic performance of low-ductile Reinforced Concrete frames Designed for different intensity of live load<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">20<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Mohammad Jamal Al Hariri<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic Performance of High Ductile Reinforced Concrete Frames Design For Different Intensity of Live Load<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">21<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Abdul Qaher Yousufzai<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic performance of low-ductile Steel frames Designed for different intensity of live load<\/p>\n<p>&nbsp;<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">22<\/td>\n<td width=\"62\">2018<\/td>\n<td width=\"107\">Mohamad Ammar Zineddin<\/td>\n<td width=\"96\">Graduated (2018)<\/td>\n<td width=\"274\">Seismic performance of high-ductile Steel frames Designed for different intensity of live load<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">23<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Mahesan Bavan<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic Fragility of concrete building in Malaysia considering the effects of inadequate lap splice length<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">24<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Mohammad Masoud<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic Fragility Curve for Tall Concrete Wall Buildings in Malaysia Under Near-Field Earthquakes Considering Lack Splice Length Effects<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">25<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Yasir Mahmood<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic Fragility Curve for Tall Concrete Wall Buildings in Malaysia Under Far Field Earthquakes Considering Lack Splice Length Effects<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">26<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Koon Foo Siong<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic fragility of low ductile RC frame in Malaysia under far field earthquakes considering inadequate lap splice length<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">27<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Chong Jia Hoe<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic Performance Of Low Ductile Rc Frame Designed In Accordance With Malaysia National Annex To Eurocode 8<\/td>\n<\/tr>\n<tr>\n<td width=\"62\">28<\/td>\n<td width=\"62\">2019<\/td>\n<td width=\"107\">Wong Woon Keong<\/td>\n<td width=\"96\">On-going<\/td>\n<td width=\"274\">Seismic Performance Of High Ductile Rc Frame Designed In Accordance With Malaysia National Annex To Eurocode 8<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>Doctor of Philosophy: &nbsp; No. Year (Since) Name Status Title 1 2015 Yousef Karimi Vahed Graduated (2017) Seismic Retrofit of Non-Ductile Columns through Concrete Jacketing using Inoxydable Reinforcement 2 2015 Gholamreza Soltanzadeh Graduated (2017) Seismic Retrofit of Brick Wall Infill Panels through Post-Tensioning 3 2015 Amir Mahdiyar Graduated (2017) Decision Support System to Obtain the [&hellip;]<\/p>\n","protected":false},"author":9511,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-56","page","type-page","status-publish","hentry","entry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/pages\/56","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/users\/9511"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/comments?post=56"}],"version-history":[{"count":5,"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/pages\/56\/revisions"}],"predecessor-version":[{"id":758,"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/pages\/56\/revisions\/758"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/vafaei\/wp-json\/wp\/v2\/media?parent=56"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}