{"id":1048,"date":"2016-04-21T04:22:16","date_gmt":"2016-04-21T04:22:16","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=1048"},"modified":"2016-04-21T04:22:16","modified_gmt":"2016-04-21T04:22:16","slug":"2002-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/masters\/structure-and-materials\/2002-2\/","title":{"rendered":"2002"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 21\/04\/2016<\/em><\/span><\/p>\n<ol>\n<li>An Evaluation Of Ultimate Strength And The Performance Of Timber Beams : Khjn Maung Zaw<\/li>\n<li>Application of artificial neural network in bridge deck condition rating : Norhisham Bakhary<\/li>\n<li>Application Of Slag Cement Based Aerated Lightweight Concrete In Non Load Bearing Wall Panels : Arresh Vhina<\/li>\n<li>Behavior Of Box Girder LRT Bridge Under Low Intensity Earthquake Effect Using FEM Analysis : Wan Abd Karim<\/li>\n<li>Behaviour Of Columns On Semi-Rigid Joint For Unbranced Frame Bending On Major Axis : Goh Lee Hian<\/li>\n<li>Behaviour Of High &#8211; Rise Buildings Under Seismic Effect : Tan Chee Wei<\/li>\n<li>Composite Action Of Stiffened Composite Beam And The Performance Of Headed Stud In Half-Slab System : Airil Yasreen B Mohd Yassin<\/li>\n<li>Diagnostic Dynamic Testing Of Bridge For Structural Integrity : Lo Seng Ling<\/li>\n<li>Finite Element Analysis Of Standard T-Section Bridge Prestressed Concrete Beam : Ibrahim Bin Akbar<\/li>\n<li>Fire Resistance Of Fibre Reinforced Plastic Products : Puen Thiam Seang<\/li>\n<li>Flexural Behavior Of Reinforced Concrete Beams Strengthened With CFRP Plate : Chan Hoe Cheong<\/li>\n<li>Flexural Capacity Of Corrugated Web Girders With H-Section Flange : Huan Tuong Yin<\/li>\n<li>Flood Frequency Analysis : A Comparison Between Gumbel And Pearson Type 111 Distribution For Sungai Kelantan : Adeline Ng Ling Ying<\/li>\n<li>Kajian Sifat Mekanikal Habuk Kayu Gergaji Dan Polietilena Dalam Pembuatan Papan Serpan : Ishak Bin Baba<\/li>\n<li>Kajian Sistem Kerangka Keluli Dan Teras Konkrit Bertetulang Bangunan Tinggi : Analisis Unsur Terhingga Tidak Lelurus : Dzulkarnain Bin Ahmad<\/li>\n<li>Kekuatan Blok Konkrit Ringan Berudara Yang Mengandungi Klinker Kelapa Sawit Hancur : Mokhtazul Haizad Mokhtaram<\/li>\n<li>Kesesuaian Ujian Tanpa Musnah Untuk Menilai Kekuatan Struktur Konkrit : Kamaludin Bin Daud<\/li>\n<li>Life Cycle AssessMent Of Stell Construction : Thoo Hoi Hian<\/li>\n<li>Life Cycle Cost Analysis On Corrosion Remedial Measures For Concrete Bridges : Ho Jin How<\/li>\n<li>Local Flange Buckling Of Section With Trapezoidal Web Profile : Ng Zee Leong<\/li>\n<li>Parametric Study bn The Static Behavior Of Radiating &#8211; Type Steel Cable &#8211; Stayed Bridges : Yap Choy Keen<\/li>\n<li>Penilaian Prestasi Rasuk Rencam Konkrit-Keluli Menggunakan Keratan Keluli Tempatan : Norwati Bt Jamaluddin<\/li>\n<li>Perbandingan Kaedah Ujian Tanpa Musnah Untuk Kerja Penilaian Striuktur Konkrit : Adnan Bin Haji Othman<\/li>\n<li>Performance Of Low And Medium-Rise Steel Frames Under Low Intensity Earthquake : Mohd Nur Asmawisham<\/li>\n<li>Performance Test On Composite Beam With Trapezoid Web Profile (TWP ) Steel Section : Goh Kee Keong<\/li>\n<li>Preprocessor Program For Analysis Of Concrete Bridge Deck : Balvit Singh<\/li>\n<li>Properties Of Hardened Concrete Bricks Containing Expanded Polystyrene Beads : Idawati Bte Ismail<\/li>\n<li>Rekabentuk Rasuk Dalam Kerangka Keluli Bertingkat Dengan Menggunakan Sambungan Separa Tegar. Sambungan Mudah Dan Sambugan Tegar : Tan Seong Yuu<\/li>\n<li>Rekabentuk Tiang Dalam Kerangka Keluli Bertingkat Dengan Menggunakan Sambungan Separa Tegar. Sambungan Mudah Dan Sambungan Tegar : Tiong Lee Yoong<\/li>\n<li>Reliability-Based Asessment Of Offshore Pipeline Subjected To Internal Corrosion : Norhazilan Bin Md Noor<\/li>\n<li>Repair Of Reinforced Concrete Column Using Grout : Zulkifli Bin Tamby Chik<\/li>\n<li>Seismic Performance Of Prestressed Hidway Bridge Rubber Bearing- : Mohd Zamri Bin Ramli<\/li>\n<li>Shear Buckling Of Trapezoidal Web Plate : Fathoni Usman<\/li>\n<li>Strengthening Of Reinforced Concrete Column Using CFRP : Koo Wee Seng<\/li>\n<li>Stress Concentration Factor For Tubular Joints Using Lusas : Michael Koay<\/li>\n<li>Stress Concentration Factor For Tubular Joints Using Lusas : Tan Chin Thiam<\/li>\n<li>The Performance Of Prestressed Lightweight Concrete Beams Using Palm Oil Clinker : RosIli Noor Mohd<\/li>\n<li>Warping Behaviour Of Trapezoidal Web Profille : Salmah Ullah Sheikh<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 21\/04\/2016 An Evaluation Of Ultimate Strength And The Performance Of Timber Beams : Khjn Maung Zaw Application of artificial neural network in bridge deck condition rating : Norhisham Bakhary Application Of Slag Cement Based Aerated Lightweight Concrete In Non Load Bearing Wall Panels : Arresh Vhina Behavior Of Box Girder LRT Bridge Under [&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-1048","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1048","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=1048"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/1048\/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=1048"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}