Profil Dosen
Nama
Dr.Eng RENDY THAMRIN S.T, M.T
Jenis Kelamin
Laki-Laki
Status
PNS
Jabatan
Guru Besar
Unit
Teknik Sipil
Fakultas
FAKULTAS TEKNIK
Pangkat/Gol
IV/b - Pembina Tingkat I
Pendidikan
#JenjangGelarNamaJurusanTahun Lulus
1S1S.TUniversitas Andalas*1994
2S2M.TInstitut Teknologi BandungTeknik Sipil1999
3S3Dr.EngToyohashi University Of TechnologyTeknik Sipil2006
Penelitian
#JudulTahunJenis/Hasil Karya Ilmiah~
1Efek Retrofitting Lembaran Carbon Fiber Reinforce Polymer (cfrp) Terhadap Elemen Beton Bertulang Yang Berlobang2023Energi
2Efek Bukaan Pada Sisi Vertikal Balok Beton Bertulang2023Inovasi Sains
3Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Menggunakan Pelat Baja Pada Sisi Balok2022Produk Rekayasa Keteknikan
4Perkuatan Geser Pada Balok Berpenampang Lingkaran Dengan Lembaran Carbon Fiber Reinforce Polymer (cfrp)_2022Inovasi Sains
5Studi Pengaruh Luas Dan Tata Letak Perforasi Terhadap Kapasitas Geser Steel Plate Shear Wall Untuk Peningkatan Kinerja Struktur Bangunan2022Inovasi Sains
6Studi Analitik Dan Eksperimental Kapasitas Lentur Elemen Struktur Beton Bertulang Yang Diperkuat Dengan Material Baja Dan Fiber Reinforced Polymer (frp)2019Inovasi Sains
7Studi Eksperimental Retrofitting Dan Rekonstruksi Struktur Gedung Bertingkat Beton Bertulang Pasca Gempa (lanjutan)2019Inovasi Sains
8Studi Eksperimental Retrofitting dan Rekonstruksi Struktur Gedung Bertingkat Beton Bertulang Pasca Gempa2018Civil Engineering
9"analytical Prediction Of Tension Force On Stirrups In Concrete Beams Longitudinal Reinforced With Cfrp Bars"2018Civil Engineering
10Studi Eksperimental Rehabilitasi Dan Rekonstruksi Struktur Gedung Bertingkat Beton Bertulang Pasca Gempa2016Civil Engineering
11Studi Eksperimental Rehabilitasi Dan Rekonstruksi Struktur Gedung Bertingkat Beton Bertulang Pasca Gempa2015
12Studi Eksperimental Kekuatan Geser Sambungan Balok-kolom Beton Bertulang Sebagai Evaluasi Perencanaan Struktur Bangunan Gedung Tahan Gempa Indonesia2014Civil Engineering
13Studi Eksperimental Kekuatan Geser Balok Beton Bertulang Dengan Bukaan Yang Diperkuat Dengan Lembaran Carbon Fiber Reinforced Polymers2024Inovasi Teknologi Mitigasi Bencana
14Studi Eksperimental Perilaku Siklik Sambungan Balok-kolom Beton Bertulang Dengan Perkuatan Lembaran Carbon Fiber Reinforced Polymers (cfrp)2024Inovasi Teknologi Mitigasi Bencana
15Studi Eksperimental Perkuatan Pelat Beton Bertulang Dengan Pelat Dan Angkur Carbon Fiber Reinforced Polymers (cfrp) Untuk Menghindari Kegagalan Debonding2024Inovasi Teknologi Mitigasi Bencana
16Peningkatan Kinerja Sistem Struktur Baja Tahan Gempa Tipe Ebf (eccentrically Braced Frames) Dengan Menggunakan Link Panjang Yang Dimodifikasi2024Inovasi Teknologi Mitigasi Bencana
17Model Numerik Distribusi Tegangan Lekat Antara Beton Dan Tulangan Fiber Reinforced Polymers2024Inovasi Teknologi Mitigasi Bencana
Pengabdian
#JudulTahunJenis Pengabdian
No results found.
Buku
#JudulTahunISBNPenerbit
1Analisis Lentur Penampang Beton Bertulang20219786233454414LPPM Universitas Andalas
2Keunggulan Mesin Induksi Sebagai Generator20219786236234235Andalas University Press
Publikasi Scopus
#JudulNama JurnalVolumeHalamanTanggal Publikasi
1Experimental Test Of Perforated Steel Plate Shear Wall Under Cyclic LoadLecture Notes in Civil Engineering389291-2991 January 2024
2Effect Of Longitudinal Tension Bars On Performance Of Composite Light Gauge Steel And Concrete Of A Plate StructureLecture Notes in Civil Engineering389247-2551 January 2024
3Numerical Study: Behavior Of Perforated Steel Plate Shear Wall In Straight Hole Patterns Due To Monotonic Static LoadingAIP Conference Proceedings2891-24 May 2024
4Tensile Forces Behavior On Longitudinal Reinforcement And Cfrp Strips On Circular Hollow Reinforced Concrete ColumnsCivil and Environmental Engineering2086-971 June 2024
5Experimental Study On Shear Strength Of Reinforced Concrete I-beams Without StirrupsLecture Notes in Civil Engineering466897-9071 January 2024
6Shear Capacity Of Reinforced Concrete Beams Strengthened With Web Bonded Steel Bars Or Steel PlatesResults in Engineering17-1 March 2023
7Shear Capacities Of Reinforced Concrete Interior Beam-column Joints Subjected To Cyclic LoadingIOP Conference Series: Earth and Environmental Science1173-1 January 2023
8Shear Capacity Of Hollow Reinforced Concrete Members Without Stirrups Strengthened With Cfrp SheetsLecture Notes in Civil Engineering349 LNCE1217-12251 January 2023
9Experimental Study Of Composite Light Gauge Steel And Concrete Of A Plate StructureAIP Conference Proceedings2599-15 June 2023
10The Effect Of Reinforcement Ratio And Pre-strain Values On Flexural Behavior Of Prestressed Concrete T-beamsAIP Conference Proceedings2599-15 June 2023
11Compressive Strength And Water Absorption Of Sand Cement Brick That Incorporated With Construction Tiles WasteInternational Journal of Sustainable Construction Engineering and Technology14101-1121 January 2023
12Shear Capacity Of Hollow Reinforced Concrete Members Without StirrupsIOP Conference Series: Earth and Environmental Science1244-1 January 2023
13Numerical Study Of Perforated Steel Plate Shear Walls In Staggered PatternE3S Web of Conferences464-18 December 2023
14Finite Element Model Of Reinforced Concrete Interior Beam-column Joints Subjected To Cyclic LoadingE3S Web of Conferences464-18 December 2023
15Parametric Study On Neutral Axis Growth Of Concrete Beams Reinforced With Fiber-reinforced Polymer And Steel BarsLecture Notes in Civil Engineering216255-2641 January 2022
16Ductility Estimation For Flexural Concrete Beams Longitudinally Reinforced With Hybrid Frp–steel BarsPolymers14-1 March 2022
17Binary Effect Of Fly Ash And Waste Glass On Compressive Strength And Heat Of Hydration For ConcreteInternational Journal of Sustainable Construction Engineering and Technology13362-36814 November 2022
18Schematic Of Monotonic Shear Test For Hollow Circle Elements No StirrupsIOP Conference Series: Earth and Environmental Science737-19 April 2021
19The Laboratory Analysis For Water Absorption Of Sandy Soil From Three Different QuarryIOP Conference Series: Earth and Environmental Science737-19 April 2021
20Analysis Of Soil Subgrade Bearing Capacity For Clay Using Laboratory Testing DataIOP Conference Series: Earth and Environmental Science737-19 April 2021
21Flexural Behavior Of Reinforced Concrete Beams With High Strength Material Layer In Compression ZoneIOP Conference Series: Earth and Environmental Science708-26 April 2021
22Effect Of Reinforcement Ratio On Flexural Behavior Of Reinforced Concrete Beams Strengthened With Cfrp PlatesIOP Conference Series: Earth and Environmental Science708-26 April 2021
23Debonding Failure Analysis Of Reinforced Concrete Beams Strengthened With Cfrp PlatesPolymers13-2 August 2021
24Flexural Capacity Of Rc Beams Strengthened With Near-surface Mounted Steel BarsE3S Web of Conferences331-13 December 2021
25Shear Capacity Of Reinforced Concrete Beams With Square Cross Section Subjected To Biaxial BendingIOP Conference Series: Materials Science and Engineering713-3 January 2020
26Effect Of Stirrup Type On Shear Capacity Of Reinforced Concrete Members With Circular Cross SectionE3S Web of Conferences156-13 March 2020
27Shear Strength Of Reinforced Concrete Beams Strengthened With Near Surface Mounted Steel PlatesIOP Conference Series: Materials Science and Engineering771-18 March 2020
28Shear Behavior Of Fly Ash Reinforced Concrete Beam Without Shear ReinforcementIOP Conference Series: Materials Science and Engineering602-6 September 2019
29Bolt Connection Behaviour Of The Cold-formed Steel JointMATEC Web of Conferences154-28 February 2018
30An Experimental Study Of Bending Behaviour Of Double Channel And Hollow Sections Of Light Gauge SteelInternational Journal on Advanced Science, Engineering and Information Technology8882-8881 January 2018
31Analytical Prediction Of Tension Force On Stirrups In Concrete Beams Longitudinally Reinforced With Cfrp BarsMATEC Web of Conferences195-22 August 2018
32Effect Of Strengthening Method And Development Length On Flexural Strength Of Rc Beams With Steel PlatesJournal of Engineering Science and Technology133781-37941 January 2018
33Flexural Capacity Of Strengthened Reinforced Concrete Beams With Web Bonded Steel PlatesProcedia Engineering1711129-11361 January 2017
34Shear And Flexural Capacity Of Reinforced Concrete Members With Circular Cross SectionProcedia Engineering171957-9641 January 2017
35Evaluation Of The Pre-cracked Rc Beams Repaired With Sealant Injection MethodInternational Journal on Advanced Science, Engineering and Information Technology7380-3861 January 2017
36Finite Element Simulation Of Gfrp Reinforced Concrete Beam Externally Strengthened With Cfrp PlatesMATEC Web of Conferences103-5 April 2017
37Shear Strength Prediction For Concrete Beams Reinforced With Gfrp BarsMATEC Web of Conferences103-5 April 2017
38Analytical Prediction On Flexural Response Of Rc Beams Strengthened With Steel PlatesMATEC Web of Conferences103-5 April 2017
39Bending Capacity Of Composite Cold-formed Steel And Concrete Of A Strip Plate StructureInternational Journal of Civil Engineering and Technology81191-11981 October 2017
40Shear Strength Of Reinforced Concrete T-beams Without StirrupsJournal of Engineering Science and Technology11548-5621 April 2016
41Effect Of End Anchorage Length And Stirrup Ratio On Bond And Shear Capacity Of Concrete Beams With Nonmetallic ReinforcementJournal of Engineering Science and Technology11768-7871 June 2016
42Strain Distribution On Reinforcement Of Concrete Beams Reinforced With Glass Fiber Reinforced Polymer (gfrp) BarsKey Engineering Materials594-595812-8171 January 2014
43Diagonal Shear Cracks And Size Effect In Concrete Beams Reinforced With Glass Fiber Reinforced Polymer (gfrp) BarsApplied Mechanics and Materials621113-1191 January 2014
44Experimental Investigation On The Shear Behaviour Of Concrete Beams Reinforced With Gfrp Reinforcement BarsAdvanced Materials Research626559-56324 January 2013
45Experimental Study On Diagonal Shear Cracks Of Concrete Beams Without Stirrups Longitudinally Reinforced With Gfrp Barsfib Symposium PRAGUE 2011: Concrete Engineering for Excellence and Efficiency, Proceedings21177-11801 January 2011
46Bond Behavior Of Cfrp Bars In Simply Supported Reinforced Concrete Beam With Hanging RegionJournal of Composites for Construction11129-13723 March 2007
47Tension Force Model Of Longitudinal Reinforcement At The Support Of Rc Beam With Hanging RegionKeep Concrete Attractive - Proceedings of the fib Symposium 20052613-6181 January 2005
48Seismic Performance Of Perforated-steel Plate Shear Wall With Different Perforation LayoutsResults in Engineering24-1 December 2024
Publikasi WoS
#JudulNama JurnalHalamanTahunDikutip
1Shear capacity of reinforced concrete beams strengthened with web bonded steel bars or steel platesResults In Engineering-20239
2Compressive Strength and Water Absorption of Sand Cement Brick that Incorporated with Construction Tiles WasteInternational Journal Of Sustainable Construction Engineering And Technology101-11220230
3Ductility Estimation for Flexural Concrete Beams Longitudinally Reinforced with Hybrid FRP-Steel BarsPolymers-202216
4Binary Effect of Fly Ash and Waste Glass on Compressive Strength and Heat of Hydration for ConcreteInternational Journal Of Sustainable Construction Engineering And Technology362-36820221
5Debonding Failure Analysis of Reinforced Concrete Beams Strengthened with CFRP PlatesPolymers-20218
6Debonding Failure Analysis of Reinforced Concrete Beams Strengthened with CFRP PlatesPolymers-20217
7Shear Capacity of Reinforced Concrete Beams with Square Cross Section Subjected to Biaxial Bending2nd Global Congress On Construction, Material And Structural Engineering-20200
8Shear capacity of reinforced concrete beams strengthened with web side bonded CFRP sheetsInternational Conference On Sustainable Civil Engineering Structures And Construction Materials (scescm 2018)-20199
9Shear strengthening of reinforced concrete beams with near surface mounted steel barsInternational Conference On Advances In Civil And Environmental Engineering (icancee 2018)-20194
10Analytical prediction of tension force on stirrups in concrete beams longitudinally reinforced with CFRP bars4th International Conference On Rehabilitation And Maintenance In Civil Engineering (icrmce 2018)-20180
11EFFECT OF STRENGTHENING METHOD AND DEVELOPMENT LENGTH ON FLEXURAL STRENGTH OF RC BEAMS WITH STEEL PLATESJournal Of Engineering Science And Technology3781-379420186
12Flexural capacity of strengthened reinforced concrete beams with web bonded steel plates3rd International Conference On Sustainable Civil Engineering Structures And Construction Materials - Sustainable Structures For Future Generations1129-1136201715
13Shear Strength Prediction for Concrete Beams Reinforced with GFRP BarsInternational Symposium On Civil And Environmental Engineering 2016 (iscee 2016)-20171
14Finite Element Simulation of GFRP Reinforced Concrete Beam Externally Strengthened With CFRP PlatesInternational Symposium On Civil And Environmental Engineering 2016 (iscee 2016)-20171
15Shear and flexural capacity of reinforced concrete members with circular cross section3rd International Conference On Sustainable Civil Engineering Structures And Construction Materials - Sustainable Structures For Future Generations957-96420172
16Analytical Prediction on Flexural Response of RC Beams Strengthened with Steel PlatesInternational Symposium On Civil And Environmental Engineering 2016 (iscee 2016)-20175
17EFFECT OF END ANCHORAGE LENGTH AND STIRRUP RATIO ON BOND AND SHEAR CAPACITY OF CONCRETE BEAMS WITH NONMETALLIC REINFORCEMENTJournal Of Engineering Science And Technology768-78720164
18SHEAR STRENGTH OF REINFORCED CONCRETE T-BEAMS WITHOUT STIRRUPSJournal Of Engineering Science And Technology548-562201630
19Strain Distribution on Reinforcement of Concrete Beams Reinforced with Glass Fiber Reinforced Polymer (GFRP) BarsAdvanced Materials Engineering And Technology Ii81220143
20Experimental Investigation on the Shear Behaviour of Concrete Beams Reinforced with GFRP Reinforcement BarsAdvanced Materials Engineering And Technology55920126
21EXPERIMENTAL STUDY ON DIAGONAL SHEAR CRACKS OF CONCRETE BEAMS WITHOUT STIRRUPS LONGITUDINALLY REINFORCED WITH GFRP BARSFib Symposium Prague 2011: Concrete Engineering For Excellence And Efficiency, Vols 1 And 21177-118020111
22EXPERIMENTAL STUDY ON DIAGONAL SHEAR CRACKS OF CONCRETE BEAMS WITHOUT STIRRUPS LONGITUDINALLY REINFORCED WITH GFRP BARSFib Symposium Prague 2011: Concrete Engineering For Excellence And Efficiency, Vols 1 And 21177-118020111
23Bond Behavior of CFRP bars in simply supported reinforced concrete beam with hanging regionJournal Of Composites For Construction129-137200711
24Development length evaluation of reinforced concrete beam with CFRP barsBond Behaviour Of Frp In Structures: Proceedings Of The International Symposium Bbfs 2005393-39920051
25Steel-plated survivorsForbes224-22420010
26Tensile Forces Behavior on Longitudinal Reinforcement and CFRP Strips on Circular Hollow Reinforced Concrete ColumnsCivil And Environmental Engineering86-9720240
27Seismic performance of perforated-steel plate shear wall with different perforation layoutsResults In Engineering-20240
Publikasi GS
#JudulNama JurnalDikutip
1Experimental Test Of Perforated Steel Plate Shear Wall Under Cyclic LoadInternational Civil Engineering and Architecture Conference, 291-299, 20241
2Effect Of Longitudinal Tension Bars On Performance Of Composite Light Gauge Steel And Concrete Of A Plate StructureInternational Civil Engineering and Architecture Conference, 247-255, 20240
3Numerical Study: Behavior Of Perforated Steel Plate Shear Wall In Straight Hole Patterns Due To Monotonic Static LoadingAIP Conference Proceedings 2891 (1), 20240
4Tensile Forces Behavior On Longitudinal Reinforcement And Cfrp Strips On Circular Hollow Reinforced Concrete ColumnsCivil and Environmental Engineering 20 (1), 86-97, 20240
5Experimental Study On Shear Strength Of Reinforced Concrete I-beams Without StirrupsInternational Conference on Architecture and Civil Engineering Conference …, 20240
6Studi Eksperimental Kapasitas Geser Balok-t Beton Bertulang Tanpa Tulangan Geser Yang Diperkuat Strip Dan Angkur Cfrp Dengan Jarak 150 MmUniversitas Andalas, 20240
7Studi Eksperimental Perilaku Lentur Komposit Beton-baja Ringan Pada Pelat Satu Arah Di Laboratorium Teknik Sipil Universitas AndalasJurnal Inovasi Teknik Mesin (JITM) 6 (3), 20240
8Gradual Strengthening Of Existing Masonry Houses With Ferrocement Bandaging In Indonesia For Educating The Common People To Be Self-reliant And Self-supportingJurnal Bangunan, Konstruksi & Desain 2 (2), 124-137, 20240
9Shear Capacity Of Reinforced Concrete Beams Strengthened With Web Bonded Steel Bars Or Steel PlatesResults in Engineering 17, 100953, 202314
10Shear Capacities Of Reinforced Concrete Interior Beam-column Joints Subjected To Cyclic LoadingIOP Conference Series: Earth and Environmental Science 1173 (1), 012003, 20230
11Shear Capacity Of Hollow Reinforced Concrete Members Without Stirrups Strengthened With Cfrp SheetsInternational Symposium of the International Federation for Structural …, 20231
12The Effect Of Reinforcement Ratio And Pre-strain Values On Flexural Behavior Of Prestressed Concrete T-beamsAIP Conference Proceedings 2599 (1), 20230
13Experimental Study Of Composite Light Gauge Steel And Concrete Of A Plate StructureAIP Conference Proceedings 2599 (1), 20230
14Compressive Strength And Water Absorption Of Sand Cement Brick That Incorporated With Construction Tiles WasteInternational Journal of Sustainable Construction Engineering and Technology …, 20230
15Shear Capacity Of Hollow Reinforced Concrete Members Without StirrupsIOP Conference Series: Earth and Environmental Science 1244 (1), 012007, 20231
16Design And Analysis Of Beam With Opening Using Strut And Tie ModelCIVED 10 (3), 959-973, 20230
17Finite Element Model Of Reinforced Concrete Interior Beamcolumn Joints Subjected To Cyclic LoadingE3S Web of Conferences 464, 15007, 20230
18Numerical Study Of Perforated Steel Plate Shear Walls In Staggered PatternE3S Web of Conferences 464, 09007, 20230
19Experimental Test Of Perforated Steel Plate Shear Wall Under Cyclic LoadInternational Civil Engineering and Architecture Conference, 291-299, 20231
20Effect Of Longitudinal Tension Bars On Performance Of Composite Light Gauge Steel And Concrete Of A Plate StructureInternational Civil Engineering and Architecture Conference, 247-255, 20230
21Building For The Future: Durable, Sustainable, Resilient: Proceedings Of The Fib Symposium 2023-volume 1Springer Nature, 20235
22Shear Capacity Of Hollow Circular Reinforced Concrete Members Without StirrupsAndalas University, 20230
23Ductility Estimation Of Concrete Beams Longitudinally Reinforced With Hybrid Frp-steel BarsPreprints, 20220
24Parametric Study On Neutral Axis Growth Of Concrete Beams Reinforced With Fiber-reinforced Polymer And Steel BarsProceedings of the Second International Conference of Construction …, 20221
25Ductility Estimation For Flexural Concrete Beams Longitudinally Reinforced With Hybrid Frp–steel BarsPolymers 14 (5), 1017, 202223
26Binary Effect Of Fly Ash And Waste Glass On Compressive Strength And Heat Of Hydration For ConcreteInternational Journal of Sustainable Construction Engineering and Technology …, 20221
27Studi Eksperimental Perbandingan Perilaku Lentur Komposit Beton-baja Ringan Dengan Beton-bertulang Pada Pelat Satu ArahUNIVERSITAS ANDALAS, 20220
28Analisa Jarak Sengkang Terhadap Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20220
29Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Menggunakan Pelat Baja Pada Sisi BalokUniversitas Andalas, 20220
30Analisis Pergerakan Garis Netral Pada Penampang Balok Beton Bertulang Dengan Tulangan HybridUNIVERSITAS ANDALAS, 20220
31Analysis Of Soil Subgrade Bearing Capacity For Clay Using Laboratory Testing DataIOP Conference Series: Earth and Environmental Science 737 (1), 012037, 20211
32Schematic Of Monotonic Shear Test For Hollow Circle Elements No StirrupsIOP Conference Series: Earth and Environmental Science 737 (1), 012044, 20210
33The Laboratory Analysis For Water Absorption Of Sandy Soil From Three Different QuarryIOP Conference Series: Earth and Environmental Science 737 (1), 012040, 20210
34Flexural Behavior Of Reinforced Concrete Beams With High Strength Material Layer In Compression ZoneIOP Conference Series: Earth and Environmental Science 708 (1), 012083, 20212
35Effect Of Reinforcement Ratio On Flexural Behavior Of Reinforced Concrete Beams Strengthened With Cfrp PlatesIOP Conference Series: Earth and Environmental Science 708 (1), 012015, 20213
36Debonding Failure Analysis Of Reinforced Concrete Beams Strengthened With Cfrp PlatesPolymers 13 (16), 2738, 202112
37Debonding Failure Analysis Of Reinforced Concrete Beams Strengthened With Cfrp Plates. Polymers 2021, 13, 2738s Note: MDPI stays neutral with regard to jurisdictional claims in published …, 20210
38Kinerja Struktur Gedung Beton Bertulang Dengan Variasi Arah Penampang Dan Rasio Tulangan KolomSiklus: Jurnal Teknik Sipil 7 (2), 93-105, 20213
39Gradual Strengthening Of Existing Masonry Houses With Ferrocement Bandaging-0
40Flexural Capacity Of Rc Beams Strengthened With Near-surface Mounted Steel BarsE3S Web of Conferences 331, 05009, 20210
41Studi Eksperimental Kinerja Lentur Balok Beton Bertulang Dengan Lapisan Semen Grouting Pada Daerah TarikFlexural behavior of reinforced concrete beams with high strength material …, 20210
42Analisa Pengaruh Rasio Tulangan Dan Inersia Penampang Terhadap Kapasitas Lentur Balok Beton Bertulang Berpenampang I Akibat Momen NegatifUniversitas Andalas, 20210
43Shear Capacity Of Reinforced Concrete Beams With Square Cross Section Subjected To Biaxial BendingIOP Conference Series: Materials Science and Engineering 713 (1), 012029, 20205
44Effect Of Stirrup Type On Shear Capacity Of Reinforced Concrete Members With Circular Cross SectionE3S Web of Conferences 156, 05022, 20206
45Shear Strength Of Reinforced Concrete Beams Strengthened With Near Surface Mounted Steel PlatesIOP Conference Series: Materials Science and Engineering 771 (1), 012053, 20205
46Pengaruh Geometri Balok Beton Bertulang Terhadap Perilaku Lentur Menggunakan Program Atena 3d Dan RccsaUniversitas Muhammadiyah Yogyakarta Graduate Conference 1 (1), 144-151, 20203
47Studi Eksperimental Kapasitas Lentur Balok Beton Bertulang Dengan Lapisan Semengroutingpada Daerah TekanUniversitas Andalas, 20200
48Studi Analisis Pengaruh Lebar Flens Terhadap Kapasitas Lentur Penampang Balok TUniversitas Andalas, 20200
49Pengaruh Rasio Tulangan Pada Elemen Beton Bertulang Dengan Penampang LingkaranUniversitas Andalas, 20200
50Analisis Pengaruh Rasio Tulangan Tekan Terhadap Kapasitas Lentur Penampang Balok Beton BertulangUniversitas Andalas, 20200
51Studi Eksperimental Kapasitas Geser Balok Beton Bertulang Tanpa Sengkang Dengan Penambahan Semen Grouting Pada Bentang GeserUniversitas Andalas, 20200
52Perilaku Retak Geser Diagonal Pada Balok Beton Bertulang Akibat Pemasangan Semen Grouting Pada Daerah Bentang GeserUniversitas Andalas, 20200
53Kapasitas Geser Balok Beton Bertulang Dengan Variasi Rasio Tulangan GeserUniversitas Andalas, 20200
54Shear Capacity Of Reinforced Concrete Beams Strengthened With Web Side Bonded Cfrp SheetsInternational Conference on Sustainable Civil Engineering Structures and …, 201910
55Shear Strengthening Of Reinforced Concrete Beams With Near Surface Mounted Steel BarsInternational Conference on Advances in Civil and Environmental Engineering …, 201910
56Shear Behavior Of Fly Ash Reinforced Concrete Beam Without Shear ReinforcementIOP Conference Series: Materials Science and Engineering 602 (1), 012104, 20190
57Analisis Kekuatan Geser Balok Beton Bertulang Berpenampang Lingkaran Dengan Metode Elemen HinggaAndalas Civil Engineering (ACE) Conference 2018, 20190
58Alternatif Penggunaan Perkuatan Geoframe Untuk Stabilitas LerengAndalas Civil Engineering (ACE) Conference 20180
59Kajian Experimental Beton Mutu Tinggi Menggunakan Portland Composite Cement (pcc) Dan Ordinary Portland CementAndalas Civil Engineering (ACE) Conference 2018, 20190
60Analisis Kapasitas Geser Balok-t Beton Bertulang Dengan Metode Elemen HinggaAndalas Civil Engineering (ACE) Conference 2018, 20190
61Pengaruh Penambahan Superplasticizer Terhadapkuat Tekan Beton-16
62Studi Analitis Kapasitas Geser Balok Beton Dengan Tulangan Hybrid (baja Dan Frp)Universitas Andalas, 20190
63Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Lembaran Cfrp Yang Dipasang DiagonalUniversitas Andalas, 20190
64Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Metode Near Surface Mounted (nsm) Yang Dipasang DiagonalUniversitas Andalas, 20190
65Studi Eksperimental Perkuatan Lentur Beton Bertulang Dengan Metode Pemasangan Tulangan D-13 Pada Permukaan Tarik BalokUniversitas Andalas, 20190
66Kapasitas Geser Balok Beton Bertulang Berpenampang Bujur Sangkar Yang Dirotasi 22, 5Universitas Andalas, 20190
67Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Lembaran Cfrp Yang Dipasang VertikalUNIVERSITAS ANDALAS, 20190
68Efek Rasio Tulangan Transversal Terhadap Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20190
69Desain Dan Analisa Balok Beton Bertulang Berlubang Menggunakan Strut And Tie Model Dan Metode Elemen HinggaUniversitas Andalas, 20190
70Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Metode Near Surface Mounted Yang Dipasang VertikalUniversitas Andalas, 20190
71Studi Eksperimental Perkuatan Lentur Balok Beton Bertulang Dengan Metode Pemasangan Tulangan 2d-13 Pada Permukaan Tarik BalokUNIVERSITAS ANDALAS, 20190
72Bolt Connection Behaviour Of The Cold-formed Steel JointMATEC Web of Conferences 154, 01112, 20182
73Effect Of Strengthening Method And Development Length On Flexural Strength Of Rc Beams With Steel PlatesJournal of Engineering Science and Technology 13 (11), 3781-3794, 20186
74Analytical Prediction Of Tension Force On Stirrups In Concrete Beams Longitudinally Reinforced With Cfrp BarsMATEC Web of Conferences 195, 02005, 20180
75Studi Eksperimental Perkuatan Lentur Balok Beton BertulangAndalas Civil Engineering (ACE) Conference 2015, 20180
76Distribusi Tegangan Pada Penampang Kolom Beton Bertulang Dengan Variasi Rasio Tulangan Dan Mutu BetonAndalas Civil Engineering (ACE) Conference 2015, 20180
77Effect Of Strengthening Method And Anchorage Length On Flexural Capacity Of Rc Beams With Steel PlatesJ. Eng. Sci. Technol 13, 3781-3794, 20188
78An Experimental Study Of Bending Behaviour Of Double Channel And Hollow Sections Of Light Gauge SteelInt. J. Adv. Sci. Eng. Inf. Technol 8 (3), 882-888, 20186
79Studi Eksperimental Pengaruh Kontribusi Lembaran Cfrp Pemasangan Sudut 45˚ Terhadap Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20180
80Studi Eksperimental Pengaruh Kontribusi Baja Tulangan Pemasangan Miring Terhadap Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20180
81Studi Eksperimental Pengaruh Jumlah Perkuatan Pada Kekuatan Lentur Balok Dengan Metoda Nsm (near Surface Mounted)Universitas Andalas, 20180
82Studi Eksperimental Perkuatan Lentur Balok Beton Bertulang Dengan Cfrp PlateUniversitas Andalas, 20180
83Studi Eksperimental Rehabilitasi Dan Rekonstruksi Struktur Gedung Bertingkat Beton Bertulang Pasca GempaUniversitas Andalas, 20180
84Evaluation Of The Pre-cracked Rc Beams Repaired With Sealant Injection MethodInternational Journal on Advanced Science, Engineering and Information …, 20177
85Shear And Flexural Capacity Of Reinforced Concrete Members With Circular Cross SectionProcedia Engineering 171 (Procedia Engineering), 957 – 964, 201713
86Bending Capacity Of Composite Cold-formed Steel And Concrete Of A Strip Plate StructureInternational Journal of Civil Engineering and Technology 8 (Issue 10), pp. 11, 20173
87An Experimental Study Of Bending Behaviour Of Double Channel And Hollow Sections Of Light Gauge SteelInternational Conference on Construction and Building Engineering, 405-442, 20175
88Flexural Capacity Of Strengthened Reinforced Concrete Beams With Web Bonded Steel PlatesProcedia Engineering 171 (Procedia Engineering), 1129 – 1136, 201735
89Analytical Prediction On Flexural Response Of Rc Beams Strengthened With Steel PlatesMATEC Web of Conferences 103, 02012, 201719
90Finite Element Simulation Of Gfrp Reinforced Concrete Beam Externally Strengthened With Cfrp PlatesMATEC Web of Conferences 103, 02029, 20173
91Shear Strength Prediction For Concrete Beams Reinforced With Gfrp BarsMATEC web of conferences 103, 02013, 20176
92Pengaruh Flens Bawah Penampang I Balok Beton Bertulang Untuk Menahan LenturUniversitas Andalas, 20170
93Studi Eksperimental Pengaruh Kontribusi Pelat Baja Sisi Pada Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20170
94Analisis Kekuatan Lentur Balok Beton Bertulang Dengan Penampang Belah KetupatUniversitas Andalas, 20170
95Studi Analitik Kontribusi Flens Terhadap Kapasitas Lentur Balok-tUniversitas Andalas, 20170
96Pengaruh Model Tegangan Regangan Beton Dan Baja Terhadap Prediksi Kapasitas Lentur Penampang Balok Beton BertulangUniversitas Andalas, 20171
97Prediction Of Shear Capacity Of Concrete Beams Reinforced With Glass Fibre Reinforced Polymer (gfrp) BarsUniversiti Teknologi MARA (UiTM), 20170
98Shear Strength Of Reinforced Concrete T-beams Without StirrupsJournal of Engineering Science and Technology 11 (4), 548-562, 201661
99Analisis Kinerja Struktur Beton Bertulang Dengan Variasi Penempatan Bracing Inverted VJurnal Rekayasa Sipil (JRS-Unand) 12 (2), 103, 201613
100Studi Parametrik Pengaruh Variasi Tingkatan Beban Aksial Terhadap Perilaku Lentur Dan Aksial Penampang Kolom Beton Bertulang Dengan Beban SiklikJurnal Rekayasa Sipil 12 (2), 77-84, 20160
101Studi Parametrik Rasio Tulangan Optimum Dari Balok Beton Bertulang Dengan Perkuatan Baja EksternalUniversitas Andalas, 20250
102Kekuatan Lentur Pelat Beton Bertulang Yang Diperkuat Dengan Pelat Dan Pemasangan Angkur Cfrp Pada Bentang Geser Dengan Jarak 150 MmUniversitas Andalas, 20250
103Studi Eksperimental Kapasitas Lentur Pelat Beton Bertulang Yang Diperkuat Dengan Pelat Dan Pemasangan Angkur CfrpUniversitas Andalas, 20250
104Studi Eksperimental Pengaruh Angkur Cfrp Pada Kapasitas Geser Balok T Dengan Perkuatan Cfrp Strip Dua Sisi Lebar 100 MmUniversitas Andalas, 20250
105Studi Eksperimental Pengaruh Angkur Cfrp Pada Balok T Dengan Perkuatan Cfrp U-wrap Lebar 100mmUniversitas Andalas, 20250
106Kekuatan Lentur Pelat Beton Bertulang Yang Diperkuat Dengan Pelat Dan Pemasangan Angkur Cfrp Pada Bentang Geser Dengan Jarak 100 MmUniversitas Andalas, 20250
107Kapasitas Lentur Balok Beton Bertulang Diperkuat Pelat Dan U-wrap Cfrp Dengan Variasi Rasio Tulangan TarikUniversitas Andalas, 20250
108Kekuatan Lentur Pelat Beton Bertulang Diperkuat Dengan Pelat Dan Pemasangan Angkur Cfrp Pada Bentang Geser Dengan Jarak 200 MmUniversitas Andalas, 20250
109Seismic Performance Of Perforated-steel Plate Shear Wall With Different Perforation LayoutsResults in Engineering, 103405, 20240
110Bearing Capacity In Reinforced Soil: A Systematic Review Of Modern Assesment MethodsInternational Journal of Artificial Intelligence Research 8 (1.1), 20240
111Studi Eksperimental Perilaku Geser Elemen Beton Bertulang Berpenampang Lingkaran Berlobang Yang Diperkuat Dengan Strip CfrpUniversitas Andalas, 20240
112Analisa Perbandingan Bangunan Beton Bertulang 10 Lantai Tidak Simetris Dengan Dan Tanpa Dinding GeserUniversitas Andalas, 20240
113Studi Eksperimental Kapasitas Geser Balok-t Beton Bertulang Tanpa Sengkang Yang Diperkuat Strip Dan Angkur Cfrp Dengan Jarak 250 MmUniversitas Andalas, 20240
114Studi Analitik Kapasitas Geser Balok-t Beton Yang Diperkuat Strip Dan Angkur Cfrp Tanpa Tulangan GeserUniversitas Andalas, 20240
115Pengaruh Luas Tulangan Tarik Terhadap Kapasitas Geser Balok Beton Bertulang Dengan Ukuran Bukaan 3”(76, 2 Mm)Universitas Andalas, 20240
116Analisis 2d Perkuatan Geser Balok Beton Bertulang Dengan Bukaan Menggunakan Cfrp StripUniversitas Andalas, 20240
117Studi Eksperimental Kapasitas Geser Balok Beton Bertulang Ukuran Bukaan 4 Inchi Dan Jarak Antar Bukaan 10 Cm Dengan Variasi Rasio TulanganUniversitas Andalas, 20240
118Studi Eksperimental Kapasitas Geser Balok-t Beton Bertulang Tanpa Tulangan Geser Yang Diperkuat Strip Dan Angkur Cfrp Dengan Jarak 200 MmUniversitas Andalas, 20240
119Studi Eksperimental Pengaruh Perkuatan Geser Dengan Lembaran Cfrp Skema 2 Sisi Pada Join Balok KolomUniversitas Andalas, 20240
120Studi Numerik Kapasitas Geser Join Balok Kolom Beton Bertulang Yang Diperkuat Dengan Carbon Fiber Reinforced Polymer (cfrp)Universitas Andalas, 20240
121Efek Bukaan Lingkaran Berdiameter 4”(10.16 Cm) Dengan Jarak 20 Cm Terhadap Kapasitas Geser Balok Beton BertulangUniversitas Andalas, 20240
122Studi Analitik Kapasitas Geser Balok-t Beton Bertulang Tanpa Tulangan Geser Yang Diperkuat Strip Dan Angkur Cfrp Dengan Jarak 150 MmUniversitas Andalas, 20240
123Kapasitas Lentur Balok Beton Bertulang Yang Diperkuat Pl At Dan Lembaran Cfrp Dengan Variasi Rasio Tulangan TarikUniversitas Andalas, 20240
124Acknowledgment To The Reviewers Of Buildings In 2022Buildings 13 (2), 269, 20230
125Perilaku Geser Balok Beton Bertulang Dengan Bukaan Diameter 4 Inchi Dan Jarak Antar Bukaan 2 Kali DiameterUniversitas Andalas, 20230
126Evaluasi Kapasitas Geser Pada Peraturan Beton Bertulang Untuk Elemen Struktur Berpenampang LingkaranUniversitas Andalas, 20230
127Desain Struktur Beton Bertulang 10 Lantai Di Daerah Gempa Kuat Dengan Sanspro V. 5.22Universitas Andalas, 20230
128Studi Teoritis Dan Eksperimental Pengaruh Kapasitas Lentur Dan Geser Penampang Balok Pada Sambungan Balok-kolomUniversitas Andalas, 20230
129Analisis Kapasitas Geser Balok Kolom Joint Dengan Atena 2dUniversitas Andalas, 20230
130Studi Eksperimental Perilaku Lentur Dan Geser Kolom Pada Balok Kolom Joint Dengan Variasi Rasio Tulangan BalokUniversitas Andalas, 20230
131Perencanaan Struktur Beton Bertulang Empat Lantai Dengan Perangkat Lunak Sanspro V. 5.22Universitas Andalas, 20230
132Proceedings Of The Second International Conference Of Construction, Infrastructure, And Materials: Iccim 2021, 26 July 2021, Jakarta, IndonesiaSpringer Nature, 20220
133Studi Eksperimental Kapasitas Geser Elemen Struktur Beton Bertulang Penampang Lingkaran Berlubang Tanpa Tulangan GeserUniversitas Andalas, 20220
134Analisa Kapasitas Dinding Geser Pelat Baja Berlubang Akibat Beban MonotonikUniversitas Andalas, 20220
135Studi Eksperimental Kapasitas Geser Elemen Struktur Beton Bertulang Dengan Penampang Lingkaran Tanpa Tulangan Geser Yang Diperkuat Dengan Lembaran CfrpUniversitas Andalas, 20220
136Studi Eksperimental Kapasitas Geser Elemen Struktur Beton Bertulang Dengan Penampang Lingkaran Berlubang Tanpa Tulangan Geser Yang Diperkuat Dengan Lembaran CfrpUniversitas Andalas, 20220
137Studi Eksperimental Perkuatan Geser Balok Beton Bertulang Dengan Menggunakan Pelat Baja Secara Vertikal Pada Sisi BalokUniversitas Andalas, 20220
138Studi Eksperimental Perkuatan Geser Elemen Struktur Beton Bertulang Berpenampang Lingkaran Dengan Lembaran CfrpUniversitas Andalas, 20220
139Ductility Estimation Of Concrete Beams Longitudinally Rein-forced With Hybrid Frp-steel Bars-0
140Analisis Kinerja Struktur Gedung Beton Bertulang Dengan Variasi Arah Penampang Dan Rasio Tulangan Kolom Menggunakan Metode PushoverUniversitas Andalas, 20210
141Analisis Kapasitas Lentur Balok-t Beton Bertulang Terhadap Momen NegatifUniversitas Andalas, 20210
142Analisis Sambungan Balok Kolom Beton Bertulang Pada Daerah Rawan GempaJurnal Rekayasa 8 (2), 096-114, 20195
143Kapasitas Geser Beton Bertulang Berpenampangbujur Sangkar Yang Dirotasi 45Universitas Andalas, 20190
144Analisa Dan Desain Struktur Pelat Lantai Pada Gedung Research Center Universitas AndalasUniversitas Andalas, 20190
145Kapasitas Geser Balok Penampang Bujur Sangkar Tanpa Sengkang Yang Dirotasi 45 ̊UNIVERSITAS ANDALAS, 20180
146Perbandingan Kapasitas Lentur Balok Berpenampang Lingkaran Dengan Balok Berpenampang BujursangkarUniversitas Andalas, 20170
147Studi Eksperimental Perilaku Geser Balok Pada Sambungan Balok Kolom Beton BertulangJurnal Rekayasa Sipil 12 (1), 25-38, 20161
148Analisis Kapasitas Nominal Penampang Dan Kinerja Struktur Beton Bertulang Dengan Material NonlinearJurnal Rekayasa Sipil 12 (1), 39-50, 20162
149Effect Of End Anchorage Length And Stirrup Ratio On Bond And Shear Capacity Of Concrete Beams With Nonmetallic ReinforcementJournal of Engineering Science and Technology 11 (6), 768 - 787, 20166
150Effect Of Longitudinal Reinforcement Ratio On Shear Capacity Of Concrete Beams With Gfrp BarsInCIEC 2015: Proceedings of the International Civil and Infrastructure …, 20166
151Ace 3-017 Kapasitas Geser Elemen Struktur Beton Bertulang Berpenampang LingkaranProsiding Seminar ACE 22, 23, 20160
152Studi Eksperimental Pengaruh Dinding Bata Terhadap Ketahanan Kolom Struktur Portal SederhanaJurnal Rekayasa Sipil 11 (2), 85-96, 20155
153Kajian Eksperimental Kuat Lentur Balok Pada Sambungan Balok Kolom Beton BertulangJurnal Rekayasa Sipil 11 (2), 107-116, 20153
154Pengaruh Perkuatan Pelat Cfrp Terhadap Perilaku Tulangan Tarik Struktur Balok Beton BertulangJurnal Rekayasa Sipil 11 (1), 23-30, 20150
155Strain Distribution On Reinforcement Of Concrete Beams Reinforced With Glass Fiber Reinforced Polymer (gfrp) BarsKey Engineering Materials 594, 812-817, 20146
156Diagonal Shear Cracks And Size Effect In Concrete Beams Reinforced With Glass Fiber Reinforced Polymer (gfrp) BarsApplied Mechanics and Materials 621, 113-119, 201417
157Reinforced Concrete Cross Section Analysis (rccsa) V4.3Jurusan Teknik Sipil, Fakultas Teknik, Universitas Andalas, 20147
158Jafril Tanjung, Riza Aryanti, Oscar Fitrah Nur, Azmu Devinus" Shear Strength Of Reinforced Concrete T-beams Without StirrupsJournal of Engineering Science and Technology, Department of Civil …, 20142
159Shear Strength Of Reinforced Concrete T-beams Without StirrupsJournal of Engineering Science and Technology, Department of Civil …, 20142
160Shear Capacity Of Non-metallic (frp) Reinforced Concrete Beams With StirrupsInternational Journal of Engineering and Technology 5 (5), 593, 201320
161Experimental Investigation On The Shear Behaviour Of Concrete Beams Reinforced With Gfrp Reinforcement BarsAdvanced Materials Research 626, 559-563, 20136
162Flexural Crack Analysis In Reinforced Concrete Beams With Short Shear Span LengthProc. of International Conference on Construction Industry, Facilities and …, 20120
163Experimental Study On Diagonal Shear Cracks Of Concrete Beams Without Stirrups Longitudinally Reinforced With Gfrp Bars-0
164Flexural Analysis Of Concrete Beams Longitudinally Reinforced With Gfrp Bars Using Discrete Element ModelUniversiti Tun Hussein Malaysia, 20110
165Experimental Study On Diagonal Shear Cracks Of Concrete Beams Without Stirrups Longitudinally Reinforced With Gfrp Bars/rendy Thamrin, Abdul Aziz Abdul Samad, David Yeoh Eng …Concrete engineering for excellence and efficiency, Symposium. Prague, 20112
166FibProceedings fib Symposium in Prague Czech Republic Vol1 33, 407, 20110
167Evaluation On Shear Capacity And Tension Force Of Longitudinal Reinforcement Of Rc Beam With Frp BarsProc. of The 2nd International Conference of European Asian Civil …, 20092
168Bond Behavior Of Cfrp Bars In Simply Supported Reinforced Concrete Beam With Hanging RegionJournal of Composites for Construction 11 (2), 129-137, 200717
169Experimental Study On Flexural And Bond Behavior Of Rc Beam With Cfrp BarsProc. of The 1st International Conference of European Asian Civil …, 20070
170Preface To Iifc Special IssueJournal of Composites for Construction 11 (2), 109-109, 20070
171Flexural And Bond Behavior Of Reinforced Concrete Beams With Frp BarsToyohashi University of Technology, 20061
172Kata Pengantar-4
173Tension Force Model Of Longitudinal Reinforcement At The Support Of Rc Beam With Hanging RegionProc. of FIB Symposium ’Keep Concrete Attractive’, Budapest, Hungary, 613-618, 20057
174Development Length Evaluation Of Reinforced Concrete Beam With Cfrp BarsProceedings of International Symposium on Bond Behaviour of FRP in …, 200510
175Bond Strength Of Cfrp Rods In Simply Supported Rc Beam With Hanging Regionコンクリート工学年次論文集 27 (2), 733-738, 20052
176Development Length Evaluation Of Reinforced Concrete BeamBond Behaviour of FRP in Structures: Proceedings of the International …0
177Department Of Architectural And Civil EngineeringBond Behaviour of FRP in Structures: Proceedings of the International …0
178Toyohashi University Of Technology, Japan. Email: Rendy@ Rcvx. Tutrp. Tut. Ac. JpBond Behaviour of FRP in Structures: Proceedings of the International …, 20050
179Keep Concrete Attractive: Proceedings Of The Fib Symposium, Budapest, Hungary, 23 To 25 May 2005Publ. Company of the Budapest University of Technology and Economics, 20051
180Bond Behavior Of Cfrp Rods In Rc Beam With Hanging RegionProc., 2nd Int. Conf. on FRP Composites in Civil Engineering, 361-369, 20043
181Recent International Advancements In Frp Research And Application In Construction Special Issue Editor: Rudolf Seracino-0
182Frp Composites In Civil Engineering-cice 2004: Proceedings Of The 2nd International Conference On Frp Composites In Civil Engineering-cice 2004, 8-10 December 2004, Adelaide …CRC Press, 20048
183Study Of Flexural And Bond Behavior Of Rc Beam With Frp RodsProc. of The Ninth East Asia-Pacific Conference on Structural Engineering …, 20033
184Flexural And Bond Behavior Of Reinforced Concrete Beam With Frp RodsProc. of Experimental Theoretical Mechanics, Bali, Indonesia, 469 - 478, 20025
185Analisis Kekuatan Lentur Balok-t Menerus Beton Bertulang Dengan Metode Elemen HinggaMedia Teknik 22 (2000), 20000
186Noor Azlina Abdul Hamid"", Rendy Thamrin", Azmi Ibrahim-0
187Recent International Advancements In Frp Research And Application In Construction Special Issue Editor: Rudolf Seracino-0
188Kata Pengantar-0
1891 St Andalas Civil Engineering National Conference 2014-0
190Noor Azlina Abdul Hamid"", Rendy Thamrin", Azmi Ibrahim-0
191Recent International Advancements In Frp Research And Application In Construction Special Issue Editor: Rudolf Seracino-0
192Experimental Study On Diagonal Shear Cracks Of Concrete Beams Without Stirrups Longitudinally Reinforced With Gfrp Bars-0
193Distribusi Tegangan Pada Penampang Kolom Beton Bertulang Dengan Variasi Rasio-0
194Studi Parametrik Pergerakan Garis Netral Pada Penampang Balok Beton Bertulang Dengan Program Rccsa-0
195Frp ロッドを主筋とした補強コンクリートはりの曲げおよび付着性状(No Title), 00
196Conference Committee Organizing Committee-0
Paten/HKI
#KategoriJudulPemegang Hak PatenTanggal PublikasiNomor Publikasi
1Hak CiptaReinforced Concrete Cross Section Analysis (rccsa)LPPM Universitas Andalas0000-00-00000177245
Riwayat Mengajar
#SemesterMatakuliahKelasSKSFakultasProgram Studi
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33Ganjil 2022Mekanika Bahan LanjutTSI-513 TS S23TEKNIKTeknik Sipil
34Genap 2021Perilaku Struktur BetonTSI-516 (TS S2) Perilaku Struktur Beton3TEKNIKTeknik Sipil
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39Genap 2021Kolokium / Proposal DisertasiTSI-722 (TS-D S3) Kolokium/Proposal Disertasi - Struktur3TEKNIKTeknik Sipil
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42Ganjil 2021Metode Eksperimental dalam StrukturTSI-515 S2 TS3TEKNIKTeknik Sipil
43Ganjil 2021Metoda NumerikTSI215 TS B2TEKNIKTeknik Sipil
44Ganjil 2021Mekanika Rekayasa IITSI223 TS B3TEKNIKTeknik Sipil
45Ganjil 2021Mekanika Bahan LanjutTSI-513 S2 TS3TEKNIKTeknik Sipil
46Ganjil 2021Konstruksi Beton ITSI333 TS E2TEKNIKTeknik Sipil
47Ganjil 2021Konstruksi Beton ITSI333 TS B2TEKNIKTeknik Sipil
48Genap 2020Pra Penelitian / Literatur ReviewTSI-713 Pra Penelitian/Literatur Review (Struktur)2TEKNIKTeknik Sipil
49Genap 2020Perilaku Struktur BetonTSI 516 TS S23TEKNIKTeknik Sipil
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54Ganjil 2020Teknologi Bahan KonstruksiTSI231 TS E2TEKNIKTeknik Sipil
55Ganjil 2020Metode Eksperimental dalam StrukturTSI-515-TS-S23TEKNIKTeknik Sipil
56Ganjil 2020Metoda NumerikTSI215 TS B2TEKNIKTeknik Sipil
57Ganjil 2020Mekanika Rekayasa IITSI223 TS A3TEKNIKTeknik Sipil
58Ganjil 2020Mekanika Bahan LanjutTSI-513-TS-S23TEKNIKTeknik Sipil
59Ganjil 2020Konstruksi Beton ITSI333 TS C2TEKNIKTeknik Sipil
60Genap 2019Perilaku Struktur BetonTSI-516-TS-S23TEKNIKTeknik Sipil
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66Ganjil 2019Teknologi Bahan KonstruksiTSI231 TS B2TEKNIKTeknik Sipil
67Ganjil 2019Metode Eksperimental dalam StrukturTSI-515-TS-S23TEKNIKTeknik Sipil
68Ganjil 2019Metoda NumerikTSI215 TS B2TEKNIKTeknik Sipil
69Ganjil 2019Mekanika Rekayasa IITSI223 TS B3TEKNIKTeknik Sipil
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71Ganjil 2019Konstruksi Beton ITSI333 TS B2TEKNIKTeknik Sipil
72Genap 2018Perilaku Struktur BetonTSI-516-S2-TS3TEKNIKTeknik Sipil
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78Ganjil 2018Teknologi Bahan KonstruksiTSI231 TS B2TEKNIKTeknik Sipil
79Ganjil 2018Metode Eksperimental dalam StrukturTSI-515-TS-S23TEKNIKTeknik Sipil
80Ganjil 2018Metoda NumerikTSI215 TS D2TEKNIKTeknik Sipil
81Ganjil 2018Mekanika Rekayasa IITSI223 TS B3TEKNIKTeknik Sipil
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83Ganjil 2018Konstruksi Beton ITSI333 TS B2TEKNIKTeknik Sipil
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88Ganjil 2017Metoda NumerikTSI215 TS D2TEKNIKTeknik Sipil
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91Ganjil 2017Mekanika FrakturTSI 613 S2-TS-R3TEKNIKTeknik Sipil
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94Genap 2016Pemrograman KomputerTSI112 TS B2TEKNIKTeknik Sipil
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99Ganjil 2016Metoda NumerikTSI215 TS D2TEKNIKTeknik Sipil
100Ganjil 2016Metoda NumerikTSI215 TS B2TEKNIKTeknik Sipil
101Ganjil 2016Mekanika Rekayasa IITSI223 TS A3TEKNIKTeknik Sipil
102Ganjil 2016Mekanika FrakturTSI 613 S2-TS-STR3TEKNIKTeknik Sipil
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109Ganjil 2015Metode Elemen HinggaTSI 431 TS2TEKNIKTeknik Sipil
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111Ganjil 2015Mekanika Rekayasa IITSI 223 TS D3TEKNIKTeknik Sipil
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114Genap 2014Metode Elemen Hingga LanjutTSI 514 TS-S2-STRUKTUR3TEKNIKTeknik Sipil
115Genap 2014Metode Elemen Hingga LanjutTSI 514 TS-S2-GEOTEKNIK3TEKNIKTeknik Sipil
116Genap 2014Mekanika Rekayasa IIITSI 224 TS A3TEKNIKTeknik Sipil
117Genap 2014Bahasa PemrogramanTSI 112 TS D2TEKNIKTeknik Sipil
118Genap 2014Bahasa PemrogramanTSI 112 TS B2TEKNIKTeknik Sipil
119Genap 2014Analisis Numerik LanjutTSI 432 TS2TEKNIKTeknik Sipil
120Ganjil 2014Metoda NumerikTSI 215 TS B2TEKNIKTeknik Sipil
121Ganjil 2014Mekanika Rekayasa IITSI 223 TS B3TEKNIKTeknik Sipil
122Ganjil 2014Mekanika Bahan LanjutTSI 513 TS-S2-STUKTUR3TEKNIKTeknik Sipil
123Genap 2013Metode Elemen Hingga Lanjut(P)TSI 514 TS-S2-STRUKTUR3TEKNIKTeknik Sipil
124Genap 2013Mekanika Rekayasa IIITSI 224 TS C3TEKNIKTeknik Sipil
125Genap 2013Mekanika Rekayasa IIITSI 224 TS A3TEKNIKTeknik Sipil
126Genap 2013Bahasa PemrogramanTSI 112 TS D2TEKNIKTeknik Sipil
127Genap 2013Bahasa PemrogramanTSI 112 TS B2TEKNIKTeknik Sipil
128Ganjil 2013Metode Elemen HinggaTSI 431 TS2TEKNIKTeknik Sipil
129Ganjil 2013Metoda NumerikTSI 215 TS C2TEKNIKTeknik Sipil
130Ganjil 2013Metoda NumerikTSI 215 TS A2TEKNIKTeknik Sipil
131Ganjil 2013Mekanika Rekayasa IITSI 223 TS D3TEKNIKTeknik Sipil
132Ganjil 2013Mekanika Rekayasa IITSI 223 TS B3TEKNIKTeknik Sipil
133Ganjil 2013Mekanika FrakturTSI 613 TS-S2-STRUKTUR3TEKNIKTeknik Sipil
134Ganjil 2013Mekanika Bahan LanjutTSI 513 TS-S2-STRUKTUR3TEKNIKTeknik Sipil
135Genap 2012Mekanika Rekayasa IIITSI 224 TS C3TEKNIKTeknik Sipil
136Genap 2012Mekanika Rekayasa IIITSI 224 TS A3TEKNIKTeknik Sipil
137Genap 2012Bahasa PemrogramanTSI 112 TS D2TEKNIKTeknik Sipil
138Genap 2012Bahasa PemrogramanTSI 112 TS B2TEKNIKTeknik Sipil
139Ganjil 2012Metode Elemen HinggaTSI 431 TS PILIHAN REKAYASA STRUKTUR2TEKNIKTeknik Sipil
140Ganjil 2012Metoda NumerikTSI 215 TS C2TEKNIKTeknik Sipil
141Ganjil 2012Metoda NumerikTSI 215 TS A2TEKNIKTeknik Sipil
142Ganjil 2012Mekanika Rekayasa IITSI 223 TS D3TEKNIKTeknik Sipil
143Ganjil 2012Mekanika Rekayasa IITSI 223 TS B3TEKNIKTeknik Sipil
144Genap 2011Mekanika Rekayasa IIITSI 224 TS B RM3TEKNIKTeknik Sipil
145Genap 2011Mekanika Rekayasa IIITSI 224 TS B R3TEKNIKTeknik Sipil
146Genap 2011Bahasa PemrogramanTSI 112 TS B RM2TEKNIKTeknik Sipil
147Genap 2011Bahasa PemrogramanTSI 112 TS B R2TEKNIKTeknik Sipil
148Genap 2007Metode Elemen HinggaGanjil/Genap TS2TEKNIKTeknik Sipil
149Genap 2007Mekanika BahanGanjil TS3TEKNIKTeknik Sipil
150Ganjil 2007Teknologi Bahan KonstruksiGanjil TS2TEKNIKTeknik Sipil
151Ganjil 2007Analisa Numerik DasarGenap TS2TEKNIKTeknik Sipil
152Genap 2006Pemograman Komputer dan Analisa NumerikTSI2043TEKNIKTeknik Lingkungan
153Genap 2006Mekanika BahanTSI2223TEKNIKTeknik Sipil
154Ganjil 2006Teknologi Bahan KonstruksiTSI2312TEKNIKTeknik Sipil
155Ganjil 2006Analisa Numerik DasarTSI2032TEKNIKTeknik Sipil