{"id":1045,"date":"2016-04-21T04:17:59","date_gmt":"2016-04-21T04:17:59","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1045"},"modified":"2016-04-21T04:17:59","modified_gmt":"2016-04-21T04:17:59","slug":"2003-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/structure-and-materials\/2003-2\/","title":{"rendered":"2003"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 21\/04\/2016<\/em><\/span><\/p>\n<ol>\n<li>3D Simulation Of Extended End Plate Wind-Moment Connection Of Beam Unstiffened Column : Chan Zhi Han<\/li>\n<li>Analisis Dan Ujikaji Kelakunan Rasuk Komposit Keluli-Konkrit Menggunakan Keratan WEB Berkerut : Nor Hazurina Bte Othman<\/li>\n<li>Analisis Terperinci Kaedah Unsur Terhingga Tidak Lelurus Untuk Rasuk Bertetulang Tunggal : Rahimah Bte Muhd<\/li>\n<li>Analysis Of Curved 2D Structures &#8211; Application Of Structural Morphology Ideas : Kang Seng Yiak<\/li>\n<li>Behavior Of Columns With Semi-rigid End Restraints In Non-sway Frames : Lee Choon Siang<\/li>\n<li>Deflection On Ferrogrout I-Beam-Experimental And Finite Element Method : Sim See Luen<\/li>\n<li>Development Of New Cold-Forned Steel Sections For Roof Truss System : Thong Ohin Mun<\/li>\n<li>NLFEA Of Precast Concrete Slab For Housing : Goh Lyn Dee<\/li>\n<li>Pembangunan Sistem Perkadaran Bagi Tujuan Penilaian Keadaan Struktur Marin : Sallehuddin Shah Ayop<\/li>\n<li>Pengaruh Abu Terbang Kelapa Sawit Terhadap Kekuatan Mampatan Dan Ketahanlasakan Konkrit Berudara : Fadzil Mat Yahaya<\/li>\n<li>Performance Characteristics Of Electric Arc Furnace Slag Concrete : Vanisha Mary A\/p Daniel<\/li>\n<li>Static Strength Of Tubular T-Joint : Yong Teck Choi<\/li>\n<li>Study On Failure Of A New Bride Over Sg Kerawang Pulai Chondong Kelantan : Nik Ab Hadi Hassan<\/li>\n<li>Sustainable Houseing LFEA Of Precast Frame : Nor Hayati Abd Ghafar<\/li>\n<li>Warpping Constant Of Steel Section : Yong Jitt Ching<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 21\/04\/2016 3D Simulation Of Extended End Plate Wind-Moment Connection Of Beam Unstiffened Column : Chan Zhi Han Analisis Dan Ujikaji Kelakunan Rasuk Komposit Keluli-Konkrit Menggunakan Keratan WEB Berkerut : Nor Hazurina Bte Othman Analisis Terperinci Kaedah Unsur Terhingga Tidak Lelurus Untuk Rasuk Bertetulang Tunggal : Rahimah Bte Muhd Analysis Of Curved 2D Structures [&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-1045","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1045","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=1045"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1045\/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=1045"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}