{"id":1036,"date":"2016-04-21T04:09:28","date_gmt":"2016-04-21T04:09:28","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1036"},"modified":"2016-05-04T08:12:41","modified_gmt":"2016-05-04T08:12:41","slug":"2006-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/structure-and-materials\/2006-2\/","title":{"rendered":"2006"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 04\/05\/2016<\/em><\/span><\/p>\n<ol>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/A-Case-Study-On-Concrete-Problems-In-UTM-Abdul-Aziz-Julkarnain.pdf\">A Case Study On Concrete Problems In UTM : Abdul Aziz Julkarnain<\/a><\/li>\n<li>Analysis Of Corrugated Web Beam To Column Extended End Plate Connection Using Lusas Software : Anizahwati Alisibramulisi<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Application-Od-Fiber-Bragg-Grating-Sensors-In-Monitoring-Civil-Engineering-Structures-Chin-Kai-San.pdf\">Application Od Fiber Bragg Grating Sensors In Monitoring Civil Engineering Structures : Chin Kai San<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Behaviour-Of-Pinned-Beam-To-Column-Connections-For-Precast-Concrete-Frames-Dennis-Chan-Paul-Leong.pdf\">Behaviour Of Pinned Beam-To- Column Connections For Precast Concrete Frames : Dennis Chan Paul Leong<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Case-Studies-On-Forensic-Structural-Engineering-Nguee-Chin-Seng.pdf\">Case Studies On Forensic Structural Engineering : Nguee Chin Seng<\/a><\/li>\n<li>Comparative Stiffness Analysis Between Conventional And IBS Construction Method : Md Nasir Hashim<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Comparison-Between-BS-5950-Part-1-2000-Eurocode-3-For-The-Design-Of-Multi-Storey-Braced-Steel-Frame-Chan-Chee-Han.pdf\">Comparison Between BS 5950:Part 1:2000 &amp; Eurocode 3 For The Design Of Multi-Storey Braced Steel Frame : Chan Chee Han<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Development-Of-Creep-And-Shrinkage-Prediction-Model-For-Malaysian-Normal-Strength-Concrete-Khoo-Hui-Kiang.pdf\">Development Of Creep And Shrinkage Prediction Model For Malaysian Normal Strength Concrete : Khoo Hui Kiang<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Effect-Of-Silica-Fume-To-The-Strength-And-Permebility-Of-High-Performance-Ground-Granulated-Blastfurnace-Slag-Concrete-Azli-Shah-Ali-Bashah.pdf\">Effect Of Silica Fume To The Strength And Permebility Of High Performance Ground Granulated Blastfurnace Slag Concrete : Azli Shah Ali Bashah<\/a><\/li>\n<li>EvaluationOf Waste Water As Mixing Water In Concrete Lower Strength : Ainul Haezah Noruzman<\/li>\n<li>Finite Element Analysis On Flush End Plate Connection Using Lusas Software : Che Som Mohd Yusoff<\/li>\n<li>Finite Element Modelling And Analysis Of Sandwich Dry Floor Slab : Sarina Ismail<\/li>\n<li>Intergrity Of Corroded Pipeline Using In Line Inspection Data : Mohd Aznan Shukri<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Kerosakan-Dan-Kemerosotan-Struktur-Konkrit-Di-Malaysia-Mohd-Zaki-Mokhtar.pdf\">Kerosakan Dan Kemerosotan Struktur Konkrit Di Malaysia : Mohd Zaki Mokhtar<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Load-Carrying-Capacity-Of-Dry-Floor-Panel-System-Te-Chei-Yean.pdf\">Load Carrying Capacity Of Dry Floor Panel System : Te Chei Yean<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Modeling-Of-Shear-Bond-In-Composite-Slab-Using-Interface-Element-Toh-Yik-Fung.pdf\">Modeling Of Shear Bond In Composite Slab Using Interface Element : Toh Yik Fung<\/a><\/li>\n<li>Optimizing Production Line Of IBS By Using Simulation Model : Ali Mohammed Alashawal<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Pengesanan-Proses-Pengaratan-Dan-Perubahan-pH-Dalam-Konkrit-Bertetulang-Menggunakan-Serabut-Optik-Erica-Dina.pdf\">Pengesanan Proses Pengaratan Dan Perubahan pH Dalam Konkrit Bertetulang Menggunakan Serabut Optik : Erica Dina<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Performance-of-Concrete-Containing-Metakaolin-As-Cement-Replacement-Material-Ong-Chee-Huat.pdf\">Performance of Concrete Containing Metakaolin As Cement Replacement Material : Ong Chee Huat<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Performance-Of-Stainless-Steel-Purling-In-Bending-Ng-Zee-Sum.pdf\">Performance Of Stainless Steel Purling In Bending : Ng Zee Sum<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Relibiality-In-Interpreting-Non-Desstructive-Testing-NDT-Results-Of-Concrete-Structures-Moumouni-Moussa-ldrissou.pdf\">Relibiality In Interpreting Non-Desstructive Testing ( NDT ) Results Of Concrete Structures : Moumouni Moussa ldrissou<\/a><\/li>\n<li>Repair Index Method To Evaluate The Condition Of Reinforced Concrete Structures Exposed To Reinforcement Corrosion : Alison Shreenawathi<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Secondary-Bending-Moment-Of-Trapezoid-Web-Beam-Under-Shear-Loading-Fong-Shiau-Ween.pdf\">Secondary Bending Moment Of Trapezoid Web Beam Under Shear Loading : Fong Shiau Ween<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Sensor-Technologies-In-Monitoring-Of-Civil-Engineering-Structure-Umi-Adzmira-Zawawi.pdf\">Sensor Technologies In Monitoring Of Civil Engineering Structure : Umi Adzmira Zawawi<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S06\/Sistem-Pengurusan-Penyenggaraan-Bangunan-Bagi-Struktur-Konkrit-Bertetulang-Mohd-Azreen-Mohd-Ariffin.pdf\">Sistem Pengurusan Penyenggaraan Bangunan Bagi Struktur Konkrit Bertetulang : Mohd Azreen Mohd Ariffin<\/a><\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 04\/05\/2016 A Case Study On Concrete Problems In UTM : Abdul Aziz Julkarnain Analysis Of Corrugated Web Beam To Column Extended End Plate Connection Using Lusas Software : Anizahwati Alisibramulisi Application Od Fiber Bragg Grating Sensors In Monitoring Civil Engineering Structures : Chin Kai San Behaviour Of Pinned Beam-To- Column Connections For Precast [&hellip;]<\/p>\n","protected":false},"author":243,"featured_media":0,"parent":67,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-1036","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1036","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/users\/243"}],"replies":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/comments?post=1036"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1036\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/67"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=1036"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}