{"id":583,"date":"2016-04-19T01:36:04","date_gmt":"2016-04-19T01:36:04","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=583"},"modified":"2016-11-23T01:43:37","modified_gmt":"2016-11-23T01:43:37","slug":"2012-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/ugfyp\/structure-and-materials\/2012-2\/","title":{"rendered":"UG SM 2012"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 20\/04\/2016<\/em><\/span><\/p>\n<ol>\n<li>A Comparative Analysis Of Deflection Estimation For Pre-Stressed Concrete In EC2, BS8110 And ACI : Mohd. Alizan Rajali<\/li>\n<li>Acoustic Environment Of FKA Student Area : Nur Aisyah Mat Yusof<\/li>\n<li>Amalan Terbaik Bagi Penggunaan Kren Menara Dalam Pembinaan : Rozi Mohd. Zin<\/li>\n<li>Analisis Dan Reka Bentuk Dinding Penahan Tanah Terstabil Mekanikal Gabion : Mohd. Irahaj Ismail<\/li>\n<li>Analisis Dan Rekabentuk Papak Pasca-Tegangan : Ahmad Almurtadha Nasir<\/li>\n<li>Analisis Dan Rekabentuk Tembok Penahan Gabion : Wan Azizi Muzaffar Wan Mahmood<\/li>\n<li>Analisis Sambungan Rasuk Tiang Keluli Terbentuk Sejuk Menggunakan Kaedah Unsur Terhingga : Ahmad Idzwan Yusuf<\/li>\n<li>Analisis Sambungan Tiang Penapak Keluli Terbentuk Sejuk Menggunakan Kaedah Unsur Terhingga : Ahmad Al Hakim Tamser<\/li>\n<li>Analisis Unsur Terhingga Untuk Sambungan Keluli Terbentuk Sejuk Tiang Penapak : Muhammad Nabil Fikri Yahaya<\/li>\n<li>Analisis, Rekabentuk Dan Pembinaan Jambatan Galang Kotak Bersegmen : Adam Saufi Jaafar<\/li>\n<li>Analysis And Design Of Inclined Reinforced Concrete Column Based On Eurocode 2 : Ti Jian Liang<\/li>\n<li>Analysis And Design Of Integral Steel Bridge : Mohd. Izaan Ghazali<\/li>\n<li>Analysis And Design Of Pile Cap Due To Pile Eccentricity : Mohamad Syahrul Syazwan Yaacob<\/li>\n<li>Analysis And Design Of Raft Foundation For Industrialised Building System : Syed Mohd. Hazrin Syed Ali<\/li>\n<li>Analysis And Redesign Of Pile Cap Due To Pile Failure : Mohd. Shakir Hasnan<\/li>\n<li>Analysis Of Extensible Beam Using Autodesk Inventor Professional 2012 : Madi Kargin<\/li>\n<li>Analysis Weight Control In Offshore Structure Based On ISO 19901-5:2003 : Nur Farizan Dahari<\/li>\n<li>Analytical Study Of End-Plate Connection On Cruciform Column Section : Tan Boon Cheik<\/li>\n<li>Base Isolation On Nuclear Power Plant Under Earthquake Loading : Norazah Arjuna<\/li>\n<li>Behaviour Of Cold-Formed Steel Composite Floor Section In Light Steel Framing For Vertical Orientation : Muhammad Zakwan Mohamed Yussof<\/li>\n<li>Behaviour Of Laterally Confined High Strength Concrete With Higher Lateral Pre-Tensioning Stress : Chong Chee Loong<\/li>\n<li>Behaviour Of Laterally Confined High Strength Concrete With Higher Lateral Pre-Tensioning Stress : Ng Wei Chuan<\/li>\n<li>Behaviour Of Laterally Confined High Strength Concrete With Higher Lateral Pre-Tensioning Stress : Ng Wei Ming<\/li>\n<li>Bending Stiffness Of Thin-Walled Laminated Composite Of Box Beam : Ren Zhaohuan<\/li>\n<li>Bending Stiffnesses Of Thin Walled Laminated Composite I-Beams : Hu Yanqing<\/li>\n<li>Case Study On Testing And Rectification Work On Building Structure Due To Explosion : Taneiz Chelvam Selvarajah<\/li>\n<li>Characteristics Of Aerated Concrete Incorporating Palm Oil Fuel Ash And Pulverized Fuel Ash : Mohammed Mansoor Mofreh Gubran<\/li>\n<li>Characteristics Of Aerated Concrete Incorporating Palm Oil Fuel Ash And Pulverized Fuel Ash : Salem Mansoor Salem Mansoor<\/li>\n<li>Characteristics Of Aerated Concrete Incorporating Pulverized Fuel Ash And Palm Oil Fuel Ash : Ahmed Tawfik Saad Alqadami<\/li>\n<li>Cold Formed Steel Sections As Main Structural Elements In Typical Light Gauge Construction : Nur &#8216;Izzati Ahmad Ramly<\/li>\n<li>Comparative Constructionduration Between Industrialised Building System (IBS) And Conventional Method : Tee Yong Sheng<\/li>\n<li>Comparison Of Construction Methods Between Conventional And Tunnel Systems : Mohamed Yunus Osman<\/li>\n<li>Comparison Of Multi-Storey Steel Frames Analysis Using Wind Moment Method And Stiffness Method : Noor Aliff Zainuddin<\/li>\n<li>Comparison Of Standards And Codes In The Determination Of Bridge Loading : Ng Boon Ling<\/li>\n<li>Computer Programming For Design Of Reinforced Concrete Beam (EC2) : Nur &#8216;Afifi Ahmad<\/li>\n<li>Computer Programming For Design Of Reinforced Concrete Slab (EC2) : Norfahana Mohd. Rosli<\/li>\n<li>Computerised Design Of Jetty (B-) : Muhammad Shahrul Ahmad Nazri<\/li>\n<li>Computerized Design Of Reinforced Concrete Bunkers And Silos (B-) : Abdul Hafiz Ab. Halim<\/li>\n<li>Concrete Repair For Marine Environment (B+) : Abdul Rahim Ismail<\/li>\n<li>Constitutive Behavior Of Laminated Composite Plates With Micromechanical Imperfections : Nurul Fariza Mohamed Nor<\/li>\n<li>Conventional Segmental Retaining Wall Analysis And Design : Mohammed Nasser Mohammed Almashmali<\/li>\n<li>Cost Comparison Between Conventional Method And Industrialized Building System (Prefabricated Frame Structure) : Norhidayah Zakariya<\/li>\n<li>Deformation Behaviour Of High-Volume Palm Oil Fuel Ash Concrete : Mohd. Amali Che Mohamad Zoidin<\/li>\n<li>Design And Behavior Of Welded Connectons For Tubularr Structures : Abdirahman Abshir Einab<\/li>\n<li>Design Comparison Of Reinforced Concrete Continuous Beam Between Eurocode 2 And British Standard 8110 : Wan Nurmalisazaila Wan Mansor<\/li>\n<li>Design Of Frames Subjected To Lateral Loading Using Eurocode 3 : Lai Seak Shi<\/li>\n<li>Determination Of Elastic Modulus Of Concrete Using Laboratory Testings : Nur Farahin Mat Jusoh<\/li>\n<li>Determination Of Friction Coefficient At The Interface Of Concrete-To-Concrete Bond Under Low Normal Stress &#8211; (MISSING) : Saleh Abdullah Saleh Baras<\/li>\n<li>Determination Of Optimum Content Of Steel Fiber In Steel Fiber Reinforced Concrete (SFRC) : Afnan Ajwad Hasan<\/li>\n<li>Determination Of Sand Quality In Accordance To Public Work Department Specification (B+) : Brian Jr Dell Junot<\/li>\n<li>Developing Shear Wall Design Worksheet For Tunnel Form Construction Building : Wan Nur Azyyati Wan Hussin<\/li>\n<li>Dimension Of Exterior Column To Minimize Building Response To Wind : Ahmad Zuhair Ahmad Rawi<\/li>\n<li>Effect Of Calcium Nitrite On Corrosion Of Reinforcement With High Water To Cement Ratio Exposed To Magnesium Chloride Hexahydrate : Rossalwa Mustafa<\/li>\n<li>Effect Of Calcium Nitrite On Corrosion Of Reinforcement With Low Water Cement Ratio Exposed To Magnesium Chloride Hexahydrate : Ruslin Ramli<\/li>\n<li>Effect Of Different Palm Kernel Shell Replacement On Properties Of Normal Weight Concrete : Ooi Her Shoei<\/li>\n<li>Effect Of Transverse Rumble Strips At Kampung Parit Kudus : Mohd. Suhaizie Jasmani<\/li>\n<li>Effect Of Transverse Rumble Strips At Taman Bukit Indah : Mohd. Haziq Muzamil<\/li>\n<li>Effective Microorganisms For Concrete (EMC) &#8211; Its Effects On The Mechanical Properties Of Concrete : Andrew Tan Cheng Siong<\/li>\n<li>Elemen Lestari Yang Terdapat Dalam Sistem Binaan Berindustri (IBS) Di Malaysia : Nur Syazana Amalina Azhar<\/li>\n<li>Engineering Properties Of Horse Hair And Kenaf Fibre Reinforced Mortar : Saberali Akbar<\/li>\n<li>Evaluation On Design Criteria For Green Building Using Green Building Index For Non-Residential New Construction (B+) : Salina Sadeli<\/li>\n<li>Experimental Investigation Of Extended End-Plate Connection On Cruciform Column Section : Philip Heng Jin We<\/li>\n<li>Experimental Investigation Of Flush End-Plate Connection On Cruciform Column Section : Lim Chia Wei<\/li>\n<li>Experimental Of Industrialised Building System Blockwork For Housing ( Restricted ) : Farah Nabila Shamsul Anwar<\/li>\n<li>Experimental Study Of Grout-Filled Tapered Head Steel Sleeve Connector For Precast Concrete Connection : Nurul Izzati Mazlan<\/li>\n<li>Experimental Study Of Welded Steel Ring Sleeve In Precast Concrete Connection Under Direct Tensile Load : Nor Anisah Abdul Kadar<\/li>\n<li>Extraction And Performance Assessment Of Lignin From Tropical Woods In Concrete : Tang Horng Eng<\/li>\n<li>Faktor-Faktor Yang Menyebabkan Kecacatan Pembinaan Rumah Progam Bantuan Rumah Di Daerah Tenom, Sabah (B) : Mohd. Fadzy Ag. Osman<\/li>\n<li>Finite Element Analysis Of Beam For Industrialized Building System Block Work (Restricted) : Nazwan Azman<\/li>\n<li>Finite Element Analysis Of Industrialized Building System Blockwork For Housing (Restricted) : Sharifah Faeza Syed Abdul Rahim<\/li>\n<li>Flexural And Tension Cracking Limitations In The Design Of Reinforced Concrete Structure To EC2 : Mohammed Abdullah Saleh Buzaidain<\/li>\n<li>Flexural Behaviour Of Steel Fibre Prestressed Concrete Beams : Kenneth Alberto<\/li>\n<li>Flexural Toughness Of Steel Fiber Reinforced Concrete : Norhaidar Sulaiman<\/li>\n<li>Floatation Analysis Of A 4 Legged Jacket Structure : Noor Yazidah Mat Saat<\/li>\n<li>Frame Analysis For Design Of Industrialised Building System Blockwork (Restricted) : Mohamad Shahrizan Abd. Sani<\/li>\n<li>Friction Coefficient At The Interface Of Concrete To Concrete Bound Under Meduiem Normal Stress : Rashed Saleh Mohammed Al-Futaini<\/li>\n<li>Gabion Gravity Retaining Wall Analysis And Design : Muhamed Laith Eidan<\/li>\n<li>Green Concept Panel To Replace Plywood As A Construction Formwork (B+) : Tay Woon Tat<\/li>\n<li>Innovative Design Of Horse Stable In Tropical Climate Countries : Jong Tien Iou<\/li>\n<li>Innovative Use Of Cold-Formed Steel Sections In The Application As Flexural Members : Mu Ker Shin<\/li>\n<li>Kaedah Konservasi Bangunan Warisan Pada Zon Pemampan Di Pulau Pinang : Khairul Zaman Mokhtar<\/li>\n<li>Kajian Bunyi Persekitaran Fakulti Kejuruteraan Awam Dalam Mencapai Sasaran Kampus Lestari : Norizati Mohd. Nordin<\/li>\n<li>Kajian Ke Atas Sambungan Rasuk Ke Tiang Keluli Terbentuk Sejuk Menggunakan Kaedah Unsur Terhingga : Muhamad Faiz Abd. Latif<\/li>\n<li>Kajian Kes Ketahanan Struktur Jeti Terdedah Kepada Persekitaran Marin : Mohd. Izzat Mohamed Ramli<\/li>\n<li>Kajian Kes Penilaian Kerosakan Struktur Konkrit Jeti Terdedah Kepada Persekitran Yang Agresif : Ahmad Muhsin Ramli<\/li>\n<li>Kajian Kesan Bakteria Terhadap Pengaratan Keluli API X-70 : Muhammad Ikmal Redzuran<\/li>\n<li>Kajian Kesan Saiz Butiran Tanah Terhadap Pengaratan Keluli API X-70 : Mohd. Idzuan Maula Abd. Rahman<\/li>\n<li>Kajian Kesesuaian Icast Ke Atas Pembinaan Konvensional Dan Perbandingan Keputusan Dengan Kaedah Penilaian Sedia Ada : Bukhari Ryo Asha&#8217;ari<\/li>\n<li>Kajian Perbandingan Kos Pembinaan Antara Sistem Binaan Berindustri Secara Acuan Terowong Dengan Sistem Konvensional : Nik Mohd. Iznan Tuan Yaakub<\/li>\n<li>Kajian SHASSIC (Sistem Penilaian Keselamatan Dalam Pembinaan) Sebagai Alat Untuk Penilaian Keselamatan Dalam Pembinaan : Azroy Che Yun<\/li>\n<li>Kesan Rembatan Ufuk Ke Atas Menara Komunikasi (B+) : Ahmad Suhaimi Mat Isa<\/li>\n<li>Kesan Retak Kecutan Pada Permukaan Lapisan Asas Terawat Simen Berdasarkan Ketumpatan : Mohd. Azrin Mohd. Sidik<\/li>\n<li>Kesan Terhadap Rekabentuk Sambungan Plat Tapak Akibat Kecondongan Tiang (C) : Mohd. Fadil Wahab<\/li>\n<li>Keupayaan Ricih, Lenturan, Dan Paksi Secara Teori Bagi Struktur Keluli Terbentuk Sejuk : Mohd. Rizal Abd. Rahim<\/li>\n<li>Maintenance And Repair Of Structural Cracks In Building The Case Study : Aawag Mohsen Mohammed Alawag<\/li>\n<li>Maintenance Of Public Building : A Case Study On Kolej Tun Dr. Ismail, UTM : Mohamad Syazwan Mohamad Kabidi<\/li>\n<li>Mechanical And Durability Performance Of Palm Oil Fuel Ash Concrete In Malaysia : Norshazwina Johari<\/li>\n<li>Mechanical Properties Of Concrete Using Sawdust : Mohd. Azhan Ab. Dullah<\/li>\n<li>Mechanical Properties Of Concrete With Bottom Ash As Replacement Of Fine Aggregate : Ahmad Ajwad Abd. Rahim<\/li>\n<li>Mechanical Properties Of Grade 25 Concrete Mixed With Kenaf Fibers : SK. Sakif Saad<\/li>\n<li>Mechanical Properties Of Tyre Fibre In Concrete : Syaidathul Athira Rossli<\/li>\n<li>Mechanical Properties Of Tyre Fibres In Concrete : Faezah Asmahani Othman<\/li>\n<li>Modulus Of Elasticity Of Normal Concrete And Steel Fiber Reinforced Concrete : Wan Attiya Yusoh<\/li>\n<li>Numerical Investigation On Angle Connections For Cold-Formed Steel Structures : Law Boon Eng<\/li>\n<li>Numerical Investigation On Gusset Plate Joints For Cold-Formed Steel Structures : Low Eng Tong<\/li>\n<li>Numerical Investigation On Lightweight Roof Truss System Using Cold-Formed Steel : Chong Man Chyi<\/li>\n<li>Pandangan Panel Mengenai Sistem Penilaian Keselamatan Dan Kesihatan Pekerjaan Dalam Pembinaan : Nurulhayati Md. Yusoff<\/li>\n<li>Parametric Study On Structural Design For Cold-Formed Steel Sections To British Standards And Eurocodes : Nabila Nur Zakariah<\/li>\n<li>Pendulum Damper Application On Kuala Lumpur Air Traffic Control Tower Under Seismic Loading : Nor Amalina Azahari<\/li>\n<li>Pengaruh Batu Baur Dari Segi Jenis Terhadap Kekuatan Lapisan Permukaan Sub Tapak Dan Tapak Jalan : Zalina Ibrahim<\/li>\n<li>Penggunaan Sistem Pembinaan Berindustri Untuk Pembinaan Bangunan Sekolah &#8211; Kajian Kes : Muhamad Zaiful Azli Mahamad Isa<\/li>\n<li>Perbandingan Kehilangan Daya Pra-Tegasan Menggunakan Pelbagai Kod Amalan Antarabangsa : Abdul Mu&#8217;izz Talib<\/li>\n<li>Perbandingan Kekuatan Dan Kos Bagi Kekuda Keluli Berlainan Keratan : Dave Sinti<\/li>\n<li>Perbandingan Rekabentuk Di Antara Sistem Kekuda Bumbung Keluli Tergelek-Panas Dan Keluli Tergelek-Sejuk Menggunakan BS 5950 Dan Eurocode 3 : Mohd. Amirzan Omar<\/li>\n<li>Perbandingan Rekabentuk Dinding Ricih Konkrit Bertetulang Dengan Bukaan Dan Tanpa Bukaan : Andi Subaida Muchammad<\/li>\n<li>Perbezaan Kadar Pengaratan Di Atmosfera Dan Pengaratan Di Dalam Tanah Terhadap Paip Keluli X-70 : Addysaiful Che Din<\/li>\n<li>Perbezaan Ketara Rekabentuk Konkrit Bertetulang Diantara BS8110 Dan EC2:BS EN 1992-1-1:2004 (B-) : Siti Natrah Abdul Bakil<\/li>\n<li>Performance Of Precast Composite Slab With Steel Fibre Concrete Topping : Nurul Nadia Hasbullah<\/li>\n<li>Performance Of Precast Slab With Steel Fibre Reinforced Concrete Topping : Nur Farhana Harun<\/li>\n<li>Performance Of Soils Treated With Liquid Chemical Soil Stabilizer (LCSS) And Its Application In Non-Baked Brick Manufacturing : Ahmad Raad Hassan<\/li>\n<li>Performance Of Soils Treated With Liquid Chemical Soil Stabilizer (LCSS) And Its Application In Non-Baked Brick Manufacturing : Ho Aaron<\/li>\n<li>Post Disaster Mitigation And Re-Construction: A Case Study On Gaza Strip, Palestine : Ahmed M. A. Abu Draz<\/li>\n<li>Potential Used Of Waste Polymer Latex In Concrete : Norazlan Sulaiman<\/li>\n<li>Preliminary Analysis Of A High Rise Building Subjected To External Explosion : Mohamud Abdirahman Ibrahim<\/li>\n<li>Properties Of Bottom Ash Brick : Mohd. Hazizi Razali<\/li>\n<li>Properties Of Palm Oil Fibre Reinforced Geopolymer Mortar : Nur Amalina Jamari<\/li>\n<li>Reka Bentuk Dan Aspek Perundangan (Keselamatan) Struktur Sementara Di Tapak Pembinaan (B+) : Balya Mulkan Wijaya Mohamad Yusuf<\/li>\n<li>Reka Bentuk Ketebalan Optimum Kekotak Pembentung Tunggal (B+) : Mohammad Hazizul Ismail<\/li>\n<li>Residual Flexural Tensile Stress Of Steel Fibre Reinforced Concrete (SFRC) : Juli Asni Lamide<\/li>\n<li>Robustness Index Analysis Of IBS Building : Audi Mahmood<\/li>\n<li>Rubber Mats As Horse Bedding : Lim Kean Fan<\/li>\n<li>Shear Behaviour Of Steel Fiber Prestressed Concrete Beams : Chew Wai Chieh<\/li>\n<li>Shear Strengthening Of Timber Beams Using Carbon Fiber Reinforced Polymer Plates : Nurul Amaliana Awang<\/li>\n<li>Shear Strengthening Of Timber Beams Using Glass Fibre Reinforced Polymer (GFRP) Rods : Nurulsiqqin Aishah Md. Yusuf<\/li>\n<li>Simple And Rigid Frame Design Using BS5950 And EC3 : Abdisamed Keyse Dahir<\/li>\n<li>Simplified Detailing Of Reinforced Concrete Beams Based On Eurocode 2 : Mugahed Yahya Hussein Amran<\/li>\n<li>Spacing Of Exterior Columns To Minimize The Building Response To Wind : Ahmad Syafizan Ab. Jalil<\/li>\n<li>Stability Improvement Of Beam-Column Structure By Using Pre-Stressed Cable : Nur Najihah Wahab<\/li>\n<li>Stability Of Laminated Composite Plates With Generally Degenerated Interface Element : Wang Xiang Yi<\/li>\n<li>Stability Of Laminated Composite Plates With Locally Perturbed Delamination : Low Kien Boon<\/li>\n<li>Strenght Properties Of Polymer-Modified Mortar Incorporating Palm Oil Fuel Ash (POFA) : Mohd. Khairul Izzat Jamali<\/li>\n<li>Structural Analysis Of Precast High-Rise Building Using ETABS : Yasser Yahya Abdullah Al-Ashmori<\/li>\n<li>Structural Performance Of Horizontal Arranged Lipped C-Channel In Composite Slab System For Light Steel Framing : Lim Zi Hua<\/li>\n<li>Test On Dry Stacked Segmental Retaining Wall : Zuliana Ngah<\/li>\n<li>The Comparison Between Tunnel Form System And Conventional System In Terms Of Labour, Material And Machineries : Muhammad Ashraf Mohammad Sallehudin<\/li>\n<li>The Effect Of Water To Cement Ratio On The Mechanical Properties Of Palm Kernel Shell Concrete : Tan Boon Kai<\/li>\n<li>The Improvement Of Column Instability By Using Steel Plate-Concrete (Composite) : Nurlina Yaacob<\/li>\n<li>The Influence Of Porosity On The Mechanical Properties Of Oil Palm Shells Concrete : Lim Ming Han<\/li>\n<li>The Mechanical Properties Of Glass Fiber Self-Compacting Concrete : Noor Atikkah Abdul Rahman<\/li>\n<li>The Mechanical Properties Of Self-Compacting Concrete : Nur Safikha Mohd. Sani<\/li>\n<li>The Mechanical Properties Of Steel Fibre Self Compacting Concrete : Shariwati Mansor<\/li>\n<li>The Performance Of Geopolymer Concrete At An Elevated Temperature : Nur Zahidah Abd. Aziz<\/li>\n<li>The Stability Of High-Rise Structures With IBS Hollow Core Slabs : Saddam Hussein Ali<\/li>\n<li>Trends Of Problem Management In Construction Project : A Case Study In Sabah : Mohd. Hanafiah Mat Yasim<\/li>\n<li>Wind Tunnel Modelling Of Boundary Layer Of Wind Profile In Sururban Terrain : Soo Wei Hung<\/li>\n<li>Wind Tunnel Modelling Of Boundary Layer Wind Profile In Open Terrain Area : Ahmad Fauty Yunos<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 20\/04\/2016 A Comparative Analysis Of Deflection Estimation For Pre-Stressed Concrete In EC2, BS8110 And ACI : Mohd. Alizan Rajali Acoustic Environment Of FKA Student Area : Nur Aisyah Mat Yusof Amalan Terbaik Bagi Penggunaan Kren Menara Dalam Pembinaan : Rozi Mohd. Zin Analisis Dan Reka Bentuk Dinding Penahan Tanah Terstabil Mekanikal Gabion : [&hellip;]<\/p>\n","protected":false},"author":243,"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-583","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/583","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=583"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/583\/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=583"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}