{"id":2418,"date":"2017-07-13T07:50:48","date_gmt":"2017-07-13T07:50:48","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=2418"},"modified":"2017-07-16T05:34:20","modified_gmt":"2017-07-16T05:34:20","slug":"2016-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/ugfyp\/structure-and-materials\/2016-2\/","title":{"rendered":"UG SM 2016"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 20\/04\/2016<\/em><\/span><\/p>\n<ol>\n<li><a href=\"https:\/\/drive.google.com\/open?id=0BzNGaI-wS_CST0tsYU1lenRHTm8\" target=\"_blank\" rel=\"noopener noreferrer\">Mechanical Properties Of Concrete Containing Fly Ash And Ceramic Tiles Aggregate : Abd Khareez Bin Kasbulah<\/a><\/li>\n<li>Mechanical Properties Of Concrete Containing Waste Ceramic Materials : Amirul Asyraf B Mohammad<\/li>\n<li>Buckling Behavior Of Cold-Formed Steel Compression Member Z-Section : Abdullah Yahya Abdullah Obaid<\/li>\n<li>Timber Shear Strength Parallel To The Grain : Abdulrahman Abdulwahab Abduljabbar Abdulrazzaq<\/li>\n<li>Assessment Of Existing Reinforced Concrete Shear Wall Subjected To Earthquake Loading : Ahmad Syakir Bin Zakaria<\/li>\n<li>Analysis And Modelling Of Circular Water Tank : Amir Syazwan Bin Mohamad<\/li>\n<li>Physical And Mechanical Properties Of Concrete Containing Ldpe Waste As An Artificial Aggregates : Anas Mohammed Ahmed Bin Naji<\/li>\n<li>Effects Of Steel Fibre Reinforced Self-Compacting Concrete On The Connections Of Precast Columns And Beams : Chai Chang Ein<\/li>\n<li>Effect Of Mixing Constituent Toward Engineering Properties Of Fly Ash Cement-Based Aerated Concrete : Che Muhammad Fatihi Hafifi Bin Che Wahid<\/li>\n<li>Artificial Neural Network For Modelling Ultimate Capacity Of Frp-Confined Concrete Subjected To Axial Loads : Chin Chee Loong<\/li>\n<li>Earthquake Damping Device For Steel Frame : Dezoura Delfy Noris<\/li>\n<li>Simulation Of Thermal Behavior Of Agro-Industrial Aerated Concrete : Elyban Dolois<\/li>\n<li>Influence Of Fly Ash And Palm Oil Clinker As Replacement Of Cement And Fine Aggregate In Mortar : Fatin Amira Binti Zainal Abidin<\/li>\n<li>Seismic Performance Of Conventional Built-Up Battened Column Under Quasi-Static Cyclic Loading : Gerry Brandon Stanley<\/li>\n<li>Analysis And Modeling Of Circular Water Tank : Hafizuddin Bin Isa<\/li>\n<li>Concrete Beam Reinforced With Galah Bamboo : Hamza Yousif Elkhider<\/li>\n<li>Kajian Ke Atas Sambungan Keluli Terbentuk Sejuk Rasuk Bersaiz 200 Mm Ke Tiang Menggunakan Kaedah Unsur Terhingga : Hannis Khazwany Binti Mohmad Kadir<\/li>\n<li>Performance Of Geopolymer Concrete Using Waste Glass As Fine Aggregate Replacement : Hasanah Binti Kamaruddin<\/li>\n<li>Self Healing Concrete Using Effective Microorganism (Em) : Hasliza Amira Binti Mohd Hashim<\/li>\n<li>The Effect On Reactive Silica Concrete Containing Eggshell Waste Powder On Pozzolanic Reaction : Hazri Bin Khalik<\/li>\n<li>Behaviour Of Precast Beam-Column Connection Constructed With Self Compacting Concrete And Steel Fibre : Huong Liong Yew<\/li>\n<li>Shear Strength Of Yellow Meranti Wood Parallel To Grain Direction : Husam Ali Saad<\/li>\n<li>Behaviour Of Proposed Truss Shear Wall Replacing Existing Rc Type Shear Wall Subjected To Earthquake Loading : Jabarudin Bin Mohammad Burah<\/li>\n<li>Buckling Behavior Of Compression Member Of Cold-Formed Steel C-Section : Kamel Nihad Mohammed Alshobaki<\/li>\n<li>Mechanical Properties Of Lightweight Foamed Concrete With 1% Polycarboxylate Ether-Based Superplasticizer : Lemba Anak Bennet<\/li>\n<li>Nonlinear Response Of A Building Under Soil Structure Interaction : Lim Eng Chuan<\/li>\n<li>Behavior Of Cold-Formed Frame Wall Panel Under Combined Lateral And Gravity Loadings : Lim Teck Thong<\/li>\n<li>Displacement Measurement Of Structural Response Using Matlab Image Processing And Object Tracking : Lim Yee Chih<\/li>\n<li>Behaviour Of Rice Husk-High Density Polyethylene(Hdpe) Bio Composites Profile Decking Structure Under Bending Load Using Finite Element Modelling : Lim Yit Soo<\/li>\n<li>Strain Measurement Of Structural Response From Known Nodal Displacement Using Numerical Method : Mohamad Fakhry Bin Maruti @ Ezani<\/li>\n<li>Comparison Between Diagrid Building And Conventional Building : Mohamad Firdaus Bin Zulkiflee<\/li>\n<li>Tegasan Ikatan Antara Tetulang Keluli Dan Grout : Mohamad Hafizuddin Bin Marinamarican<\/li>\n<li>Seimis Performance Of Modified Built Up Batten Column Under Quasi Static Cyclic Loading : Mohamad Luqman Bin Mohd Akhrir<\/li>\n<li>Dam Break Test For Scaled Flat Slab Structural System : Mohamad Ridzuan Bin Mat Yasim<\/li>\n<li>The Application Of Total Station In Measuring The Movement Of The Structure : Mohamad Shahrul Bin Saidi<\/li>\n<li>Concrete Beam Reinforced With Gigantochloa Apus Bamboo : Mohammed Yaslam Mohammed Basalib<\/li>\n<li>Diagrid Building : Mohd Shahrul Anwar Bin Hamdan<\/li>\n<li>Physical And Mechanical Properties Of High Volume Palm Oil Waste In Concrete : Muhamad Faiz Bin Abd Rahim<\/li>\n<li>The Effect Of Reactive Silica Concrete Containing Eggshell Powder On Hydration And Strength Development : Muhamad Fekry Bin Murhazan<\/li>\n<li>Bond Strength Between Deformed Steel Reinforcement Bar And Fibre Reinforced Grout : Muhamad Shafiq Annas Bin Sapri<\/li>\n<li>No Fines Concrete Added With Rapia String : Muhammad Amin Bin Zahabidin<\/li>\n<li>Flexural Behaviour Of Reinforced Concrete Beam Using Cold-Formed C-Channel Section As Reinforcement : Muhammad Dinie Naqiruddin Bin Jafri<\/li>\n<li>Dam Break Test For Scale Slab Beam Dom-Ino House Structural System : Muhammad Hanafi Bin Roslan<\/li>\n<li>Seismic Test For Scale Slab Beam Structural Analysis. : Muhammad Kamil Bin Yahya Ariff<\/li>\n<li>A Study Of Mixing Constituent On Aerated Concrete Toward Physical, Mechanical And Thermal Properties : Muhammad Mustaza Bin Abd Kadir<\/li>\n<li>Influence Of Length To The Lateral Capacity Of Diagrid System : Nadia Farhana Binti Zulkifli<\/li>\n<li>Lateral Resistance Of Different Height Of Diagrid System : Nadia Farhanis Binti Zulkifli<\/li>\n<li>Design And Reanalysis Of Pile Cap Due To Pile Failure (4 Piles) : Nadzirah Binti Mohd Fozi<\/li>\n<li>Performances Of Self Curing Concrete With Palm Oil Clinker As A Fine Aggregate Replacement : Nahirah Binti Mohd Jainar<\/li>\n<li>Design And Reanalysis Of Pile Cap Due To Pile Failure (5 Pile) : Nor Hafizah Binti Hambali<\/li>\n<li>The Effect Of Placing Nominal Bar In Rectangular Section : Noraimidarfila Binti Hud<\/li>\n<li>Behaviour Of Pre-Fabricated Pad Footing Designed Using Cold Formed Steel Section : Nur Adilah Bt Mohd Idrus<\/li>\n<li>Strength Development Of Martian Concrete With 1mm Aggregate By Using Hot-Mixed Method : Nur &#8216;Afini Binti Dzulkifli<\/li>\n<li>Possibility Of Using Seawater In Concrete Production : Nur Balqis Idayu Binti Mahmad Raseh<\/li>\n<li>Performance Of Minimum Cover Thickness Of Garnet Concrete On Elevated Temperature : Nur Liyana Jamaludin<\/li>\n<li>Bamboo Fibre Geopolymer Concrete : Nurafekah Binti Awang<\/li>\n<li>Design Of Steel Truss Connection Using Matlab : Nurhafizah Ahmad<\/li>\n<li>Flexural Behavior Of Simply Supported Beam Using Cold-Formed C-Channel Section As Reinforcement : Nurhanisah Binti Alias<\/li>\n<li>Software On Analysis On Light Cold Steel Frame In &#8216;C&#8217; Section By Graphical User Interfave : Nurizaty Binti Zuhan<\/li>\n<li>Kajian Unsur Terhingga Terhadap Sambungan Rasuk Bersaiz 250 Mm Ke Tiang Keluli Terbentuk Sejuk : Nurul Nadia Binti Nordin<\/li>\n<li>Behavior Of Rubber Concrete Cured In Sea Water : Nurul Syahirah Binti Azhar<\/li>\n<li>Parametric Study On The Structural Performance Of Kenaf Sandwich Composites Using Finite Element Analysis : Ong Chin Boon<\/li>\n<li>Modeling Of Confined Hsc Column By Nonlinear Finite Element Method : Ong Kee Yen<\/li>\n<li>Engineering Properties And Impact Strength Of Spiral Ball Steel Fiber In Composite Concrete : Rahim Putra Bin Amran<\/li>\n<li>Design And Analysis Of Optimum Cantilever Retaining Wall With Key : Safinaz Binti Khairul Anuar<\/li>\n<li>No-Fines Concrete With Addition Of Nylon Cable Tie Fibre : Shaziah Nabilah Binti Shir<\/li>\n<li>Mechanical Properties Of Lightweight Foamed Concrete Using 0.5% Superplasticizer : Shim Kan Chyau<\/li>\n<li>Lightweight Concrete Using Fly Ash And Palm Oil Clinker : Siti Asmaa&#8217; Bt Mohd Daud<\/li>\n<li>Design Optimum Dimension Of Cantilever Retaining Wall : Siti Farah Aiman Bt Md Sopian<\/li>\n<li>Performance Of High Strength Concrete With A Minimum Cover When Exposed To High Temperature : Siti Solekah Binti Bahrodin<\/li>\n<li>Moment And Shear Coefficients Of Continuous Beam For Load Set 1 Loading Arrangement : Syahirah Binti Mohd Noor<\/li>\n<li>Effect Of Coconut Fibres On The Mechanical Properties Of The Concrete : Tan Jia Yang<\/li>\n<li>Mechanical Properties Of Bamboo : Teh Nor Shafiqqa Binti Shakri<\/li>\n<li>The Strength Development Of Martian Concrete 5mm By Hot Mix Method : Tengku Nur Shahirah Binti Tengku Azlee<\/li>\n<li>Optimum Pile Replacement Location Due To Pile Failure (6 Pile Group) : Wan Muhamad Rasydan Bin Wan Ahmad Kamal<\/li>\n<li>Experimental Investigation Of Long Interlocking Brick Column Subjected To Eccentric Load : Yew Zhi Hao<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 20\/04\/2016 Mechanical Properties Of Concrete Containing Fly Ash And Ceramic Tiles Aggregate : Abd Khareez Bin Kasbulah Mechanical Properties Of Concrete Containing Waste Ceramic Materials : Amirul Asyraf B Mohammad Buckling Behavior Of Cold-Formed Steel Compression Member Z-Section : Abdullah Yahya Abdullah Obaid Timber Shear Strength Parallel To The Grain : Abdulrahman Abdulwahab [&hellip;]<\/p>\n","protected":false},"author":282,"featured_media":0,"parent":786,"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-2418","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/2418","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\/282"}],"replies":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/comments?post=2418"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/2418\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/786"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=2418"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}