{"id":296,"date":"2012-10-10T09:06:18","date_gmt":"2012-10-10T01:06:18","guid":{"rendered":"http:\/\/comp.utm.my\/azman2\/?page_id=296"},"modified":"2019-10-27T21:18:12","modified_gmt":"2019-10-27T13:18:12","slug":"undergraduate-final-year-projects","status":"publish","type":"page","link":"https:\/\/people.utm.my\/shekpoingian\/undergraduate-final-year-projects\/","title":{"rendered":"Undergraduate Final Year Projects"},"content":{"rendered":"<table style=\"width: 98.5037%;height: 2345px\">\n<tbody>\n<tr>\n<td style=\"text-align: center\" width=\"54\"><strong>Year<\/strong><\/td>\n<td style=\"text-align: center\" width=\"43\"><strong>No.<\/strong><\/td>\n<td style=\"text-align: center\" width=\"100\"><strong>Name<\/strong><\/td>\n<td style=\"text-align: center\" width=\"90\"><strong>Status<\/strong><\/td>\n<td style=\"text-align: center\" width=\"268\"><strong>Title<\/strong><\/td>\n<td style=\"text-align: center\" width=\"106\"><strong>Roles of Supervision<\/strong><\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"4\" width=\"54\">2012<\/td>\n<td style=\"text-align: center\" width=\"43\">1<\/td>\n<td style=\"text-align: center\" width=\"100\">Tan Boon Cheik<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Analytical Study Of End-Plate Connection On Cruciform Column Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">2<\/td>\n<td style=\"text-align: center\" width=\"100\">Lim Chia Wei<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation Of Flush End-Plate Connection Of Cruciform Column Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">3<\/td>\n<td style=\"text-align: center\" width=\"100\">Philip Heng Jin We<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation Of Extended End-Plate Connection On Cruciform Column Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">4<\/td>\n<td style=\"text-align: center\" width=\"100\">Noor Aliff bin Zainuddin<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Comparison Of Multi-Storey Steel Frames Analysis Using Wind Moment Method And Stiffness Method<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"5\" width=\"54\">2013<\/td>\n<td style=\"text-align: center\" width=\"43\">5<\/td>\n<td style=\"text-align: center\" width=\"100\">Chan Chyun Sheng<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Analytical Study of Blind Bolted End-Plate Connection on Structural Hollow Section using the Component Method<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">6<\/td>\n<td style=\"text-align: center\" width=\"100\">Chee Wing Sam<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation of Blind Bolted Extended End-Plate Connection on Square Hollow Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">7<\/td>\n<td style=\"text-align: center\" width=\"100\">Gan Bee Huay<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Finite Element Analysis of Blind Bolted Extended End-Plate Connection to Square Hollow Section using ANSYS<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">8<\/td>\n<td style=\"text-align: center\" width=\"100\">Sia Pik Tung<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation of Blind Bolted Flush End-Plate Connection on Structural Hollow Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">9<\/td>\n<td style=\"text-align: center\" width=\"100\">Chong Shin Yee<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Finite Element Analysis of Blind Bolted Flush End-Plate Connection on Square Hollow Section using ANSYS<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"4\" width=\"54\">2014<\/td>\n<td style=\"text-align: center\" width=\"43\">10<\/td>\n<td style=\"text-align: center\" width=\"100\">Wong Lit Choong<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation of Short Interlocking Brick Column using Mortar Filler and Different Reinforcement Bar Size<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">11<\/td>\n<td style=\"text-align: center\" width=\"100\">Loh Tat Eu<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation on Short Interlocking Block Column with Concrete as Filler<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">12<\/td>\n<td style=\"text-align: center\" width=\"100\">Leong June Kwok<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation on Short Interlocking Block Column using Cement Mortar as Filler Material<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">13<\/td>\n<td style=\"text-align: center\" width=\"100\">Choi Wee Lim<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation On Short Interlocking Block Column With Cementitious Grout As Filler<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"4\" width=\"54\">2015<\/td>\n<td style=\"text-align: center\" width=\"43\">14<\/td>\n<td style=\"text-align: center\" width=\"100\">Lim Jin Sheng<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Compression Capacity of Double Channel Cold-Formed Steel Column Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">15<\/td>\n<td style=\"text-align: center\" width=\"100\">Alvin Lim Wei Hoong<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Structural Behavior of End-Plate Connections to Cruciform Column Section under Monotonic Loading<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">16<\/td>\n<td style=\"text-align: center\" width=\"100\">Law Chin Yong<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation on End-Plate Connection with Build-Up Beam Section<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">17<\/td>\n<td style=\"text-align: center\" width=\"100\">Tan Wee Jet<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Economic Aspects of Cruciform Column used in the Design of Multi-Storey Unbraced Steel Frame<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"2\" width=\"54\">2016<\/td>\n<td style=\"text-align: center\" width=\"43\">18<\/td>\n<td style=\"text-align: center\" width=\"100\">Tang Siow Ting<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Structural Behavior of Lightweight Modular Wall Panel with Various Stud Thickness<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">19<\/td>\n<td style=\"text-align: center\" width=\"100\">Raymond Ling Toh Siung<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Structural Behavior of Lightweight Modular Wall Panel with Various Wall Thickness<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"4\" width=\"54\">2017<\/td>\n<td style=\"text-align: center\" width=\"43\">20<\/td>\n<td style=\"text-align: center\" width=\"100\">Nurizaty binti Zuhan<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Section Properties of Cold-Formed Steel Section with Various Thickness<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">21<\/td>\n<td style=\"text-align: center\" width=\"100\">Lim Teck Thong<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Structural Behaviour of Lightweight Modular Wall Panel under Combined Gravity and Lateral Loading<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">22<\/td>\n<td style=\"text-align: center\" width=\"100\">Nur Adilah binti Mohd Idrus<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Strucrtural Behaviour of Prefabricated Pad Footing Designed using Cold-Formed Steel Lipped Channel<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">23<\/td>\n<td style=\"text-align: center\" width=\"100\">Yew Zhi Hao<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation of Long Interlocking Brick Column Subjected to Eccentric Load<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" rowspan=\"7\" width=\"54\">2018<\/td>\n<td style=\"text-align: center\" width=\"43\">24<\/td>\n<td style=\"text-align: center\" width=\"100\">Nur Asyiqin binti Saiful Azmi<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation On Compression Resistance Of<\/p>\n<p>Short Upright Section For Storage Racking System<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">25<\/td>\n<td style=\"text-align: center\" width=\"100\">Wong Sui Hieng<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Compressive Strength Of Lightweight Foamed Concrete With Various Density<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">26<\/td>\n<td style=\"text-align: center\" width=\"100\">Nur Afiza Izzati binti Ahmad<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation On Slender Upright For Storage Racking System With Different Thickness<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">27<\/td>\n<td style=\"text-align: center\" width=\"100\">Nurdini binti Zulkepli<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Experimental Investigation On Slender Upright For Storage Racking System With Different Depth of Web<\/td>\n<td style=\"text-align: center\" width=\"106\">Co-Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">28<\/td>\n<td style=\"text-align: center\" width=\"100\">Farah Annisa binti Mohd Fauzli<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Comparison Of Compression Resistance Between Channel And Lipped Channel Steel Section Of Various Section Thickness<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">29<\/td>\n<td style=\"text-align: center\" width=\"100\">Amirah Nabihah binti Ismail<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Comparison Of Cross Section Resistance And Buckling Resistance Between C Section And Lipped C Section Of Various Section Depth<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: center\" width=\"43\">30<\/td>\n<td style=\"text-align: center\" width=\"100\">Ivan Vun Kai Wen<\/td>\n<td style=\"text-align: center\" width=\"90\">Graduated<\/td>\n<td style=\"text-align: center\" width=\"268\">Compression Resistance Of Interlocking Brick Column<\/p>\n<p>Under Elevated Temperature<\/td>\n<td style=\"text-align: center\" width=\"106\">Main Supervisor<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>Year No. Name Status Title Roles of Supervision 2012 1 Tan Boon Cheik Graduated Analytical Study Of End-Plate Connection On Cruciform Column Section Main Supervisor 2 Lim Chia Wei Graduated Experimental Investigation Of Flush End-Plate Connection Of Cruciform Column Section Main Supervisor 3 Philip Heng Jin We Graduated Experimental Investigation Of Extended End-Plate Connection On [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-296","page","type-page","status-publish","hentry","entry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/pages\/296","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/comments?post=296"}],"version-history":[{"count":1,"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/pages\/296\/revisions"}],"predecessor-version":[{"id":844,"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/pages\/296\/revisions\/844"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/shekpoingian\/wp-json\/wp\/v2\/media?parent=296"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}