{"id":1039,"date":"2016-04-21T04:11:43","date_gmt":"2016-04-21T04:11:43","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1039"},"modified":"2016-05-05T01:47:16","modified_gmt":"2016-05-05T01:47:16","slug":"2005-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/structure-and-materials\/2005-2\/","title":{"rendered":"2005"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 05\/05\/2016<\/em><\/span><\/p>\n<ol>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Analysis-And-Design-Of-Hammerhead-Bridge-Pier-Using-A-Strut-And-Tia-Method-Abd-Kadir-Ahyat.pdf\">Analysis And Design Of Hammerhead Bridge Pier Using A Strut And Tia Method : Abd Kadir Ahyat<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Behaviour-Of-High-Strength-Reinforced-Concrete-Beam-With-Metakaolin-Under-Static-Loading-Amer-Yusuff-Md-Yusoff.pdf\">Behaviour Of High Strength Reinforced Concrete Beam With Metakaolin Under Static Loading : Amer Yusuff Md Yusoff<\/a><\/li>\n<li>Behaviour Of Reinforced Concrete Frame At Ultimate Limit State : Mohd Azmir Abu Bakar<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Case-Study-To-Determine-The-Camber-Of-Post-Tensioned-I-Beam-Lee-Poh-Huat.pdf\">Case Study To Determine The Camber Of Post &#8211; Tensioned &#8216; I &#8216; Beam : Lee Poh Huat<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Coconut-Fiber-Reinforced-Wall-Panelling-System-Mohd-Hisbany-Mohd-Hash.pdf\">Coconut Fiber Reinforced Wall Panelling System : Mohd Hisbany Mohd Hash<\/a><\/li>\n<li>Comparison Of Bridge Design In Malaysia Between American Codes And British Codes : Wan Ikram Wajdee Wan Ahmad<\/li>\n<li>Effect Of Impact Load On The Tubular Steel Members Of Offshore Structures : Azliza Abdullah<\/li>\n<li>Finite Element Analysis Of Reinforced Concrete Normal Beam With Web Opening : Vadivelu A\/L Jeyaraman<\/li>\n<li>Kegagalan Struktur Bumbung Disebabkan Oleh Beban Angin : Zalipah Jamellodin<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Lateral-Stability-Of-High-Rise-Building-Gan-Ming-Ong.pdf\">Lateral Stability Of High Rise Building : Gan Ming Ong<\/a><\/li>\n<li>Load Distribution In Edge &#8211; Stiffening Beam Of A Simply Supported Bridge Deck : Iwan Permadi Kusuma<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Mechanical-Properties-Of-High-Strength-Concrete-At-High-Temperature-Loading-Zuraimi-Johari.pdf\">Mechanical Properties Of High Strength Concrete At High Temperature Loading : Zuraimi Johari<\/a><\/li>\n<li>Modal Analysis Of Concrete Bridge Deck Subjected To Free Vibration&#8217; : Norshariza Mohd Bhkari<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Non-Linear-Analysis-Of-A-Symmetric-Flush-End-Plate-Bolted-Beam-To-Column-Stell-Connection-Che-Husni-Hj-Ahmad.pdf\">Non-Linear Analysis Of A Symmetric Flush End Plate Bolted Beam To Column Stell Connection : Che Husni Hj Ahmad<\/a><\/li>\n<li>Pengaruh Kekuatan Konkrit Ke Atas Gayalaku Sambungan Rasuk &#8211; Tiang Luaran : Juliana Jopely<\/li>\n<li>Probabilistic Based Design For Connecting Links In Single Point Mooring System Subjected To Dynamic Spectral Fatigue : Yugabalan Koothayan<\/li>\n<li>Properties Of Malaysian Fired Clay Bricks And Their Evaluation With International Masonry Specifications &#8211; A Case Study : Zainab Arman Ali<\/li>\n<li>Reliability Analysis Of Prestressed Concrete Bridge Girder Beam : Guna Kumar<\/li>\n<li>Remote Data Transfer For Structural Health Monitoring Of Bridges : Noorsuhada Md Nor<\/li>\n<li>Static Strength Of Tubular DT Joints Using Lusas Finite Element Software : Norashidah Abd Rahman<\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/The-Effect-Of-Eccentricity-At-Beam-Support-To-Beam-Stiffness-Ahmad-Zurisman-Mohd-Ali.pdf\">The Effect Of Eccentricity At Beam Support To Beam Stiffness : Ahmad Zurisman Mohd Ali<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/The-Effect-Of-Over-Dosage-Of-Concrete-Retardar-Daratard-40-In-Concrete-Jayakumar-Govindasamy.pdf\">The Effect Of Over Dosage Of Concrete Retardar Daratard 40 In Concrete : Jayakumar Govindasamy<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/The-Use-Of-Horizontal-And-Inclined-Bars-As-Shear-Reinforcement-Noor-Azlina-Abdul-Hamid.pdf\">The Use Of Horizontal And Inclined Bars As Shear Reinforcement : Noor Azlina Abdul Hamid<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/The-Use-Of-Limestone-Aggregate-In-Concrete-Musfa-Mohamad.pdf\">The Use Of Limestone Aggregate In Concrete : Musfa Mohamad<\/a><\/li>\n<li><a href=\"https:\/\/civil.utm.my\/ethesis\/wp-content\/blogs.dir\/2463\/files\/MASTERS\/DSM\/S05\/Warping-Behaviour-Of-Cantilever-Steel-Beam-With-Openings-Tan-Yu-Chai.pdf\">Warping Behaviour Of Cantilever Steel Beam With Openings : Tan Yu Chai<\/a><\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 05\/05\/2016 Analysis And Design Of Hammerhead Bridge Pier Using A Strut And Tia Method : Abd Kadir Ahyat Behaviour Of High Strength Reinforced Concrete Beam With Metakaolin Under Static Loading : Amer Yusuff Md Yusoff Behaviour Of Reinforced Concrete Frame At Ultimate Limit State : Mohd Azmir Abu Bakar Case Study To Determine [&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-1039","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1039","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=1039"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1039\/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=1039"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}