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| 123456789 | 123456789_12345 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_1234 | Truc Huynh CV 1 2 3
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | Selected projects 2009 (NIRAS) | |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | ICDAS Founder
| | Non linear analysis of cable structures using MD3.
100m Mast with 8-levels of guys, MD3, Eurocode, Wind Loads on Towers & Masts, Steel structures, Buckling, Stresses and cables.
Client: Carl C
120m Freestanding Tower, Pamplona Spain, NIRAS October 2008. MD3, Eurocode, Wind Loads on Towers & Masts, Steel structures, Buckling, Stresses.
Client: Carl C
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | 10 highway bridges in the stretching Kliplev-Sønderborg, BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, LongiPlot and ElevaPlot.
Client: NCC
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | Selected projects 2008 (NIRAS) | |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | Bridge Information Modeling. Microsoft Visual Studio C#.net 2008 applied to develop BD3Win. All parametric inputs are entered in text file from which the bridge is automated in MicroStation and Lusas for geometry and FEM model, respectively.
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | Selected projects 2008 (NIRAS) | Denmark |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, LongiPlot and ElevaPlot for three-span railway bridge crossing Solrød-Kværkeby, 2008. Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for Plan Plot, CrosSecPlot, LongiPlot and ElevaPlot for Bro 119-0-017, 2008. Client: Danish Road Directorate
Develop "Mast and Tower Design 3Dimention (MD3)", NIRAS in-house software using MicroStation and Robot. MD3 automatically handles data output from Robot for verification of structural members according to Eurocode 1993-3-1:2006 Gjøa Development Project, Rambøll January 2008.Olie Pipe Tie-in, Operation and Slug Loads Analyses, Fatigue in time domain, ANSYS | | | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | Selected projects 2007 (Rambøll) | Reykjavik |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | Reykjavik Concert & Conference Centre, Rambøll Marts 2007. Prestressing of cable in concrete deck to carry 8-etager façade, LUSAS analysis.
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | Denmark4123356789_123456789_123456789_123456789_123456789_123456789_123456789_ | | |
JärnvägsBro over Alandsfjärden, Rambøll Feb. 2007. Interactive Modal Dynamics, speed of train, natural frequencies and accelerations.
Østhavnsvej_Bro, Opmarch mv. Colorline, Hirtshals Havn, Rambøll Jan. Feb. 2007 using BDS and LUSAS.
Flyover_Bro, Opmarch mv. Colorline, Hirtshals Havn, Rambøll Jan. – Feb. 2007 using BDS and LUSAS. |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | Selected projects 2006 (COWI)
| Chile, Malaysia and Lavia
§ The Chiloé double Suspension Bridge, COWI new preliminary design 2006. Main structural modeling in IBDAS; Sectional forces; Flutter frequencies analyses; Ship impact material non- linear analyses; Seismic Response Spectrum analyses
§ The Sungai Johor Cable-stayed Bridge, COWI 2006. 3D detail Robot modeling for cable-deck connection. Stress distribution analyses.
§ Baltic Road Bro 8, Latvia, design and analysis in IBDAS
§ Dubna River Bro, Latvia, design and analysis in IBDAS |
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| Selected projects 2001-2005 (COWI)
| Denmark
All projects indicating IBDAS SLAB contain: Automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot. IBDAS automatic FEM model creation. Prestressed cables in concrete deck. Bending and stirrup reinforcement verification in concrete deck. Concrete and shear verification. Reaction, deformation and stress analysis. |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | Extension of M3 § Bro 3-0018 UF Stengårds Allé, IBDAS SLAB. § Bro 3-0020 UF Buddinge Hovedgade, IBDAS SLAB. § Bro 3-0022 UF Gladsaxe Møllevej, IBDAS SLAB. § Bro 3-0029 UF Hillerødmotorvej, IBDAS SLAB. § Bro 3-0033 UF Byværnsvej, IBDAS SLAB. § Bro 3-0035 UF Herlev Ringvej (03) , IBDAS SLAB. § Bro 3-0043 UF Herlev Hovedgade, IBDAS SLAB. § Bro 3-0055 UF Slotsherrensvej, IBDAS SLAB. Motovejbro Holstebro - Vejle, Høgild - Brande § Bro 64-048, UF af Søby Å, IBDAS SLAB. Udvidelse af M3 § Bro 3-0-016.10, OF af Buddingevej, Prefabricated Bro deck, IBDAS SLAB. § Bro 3-0-025.10, OF af Klausdalsbrovej, Prefabricated Bro deck, IBDAS SLAB. Vejle § Vejle Åbro dobbelt Deck V-form, IBDAS SLAB. § Vejle Railway Bro, IBDAS SLAB. |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | Motorvejsbro Holstebro - Vejle, Gjellerup Lund - Høgild § Bro 64 - 066, OF af Kollundvej, IBDAS SLAB. § Bro 64 - 070, UF af rute 18, IBDAS SLAB. § Bro 404 - 084, OF af Messevejen, IBDAS SLAB. § Bro 404 - 088, UF af sti, Lind - Knudmosevej, IBDAS SLAB. § Bro 64 - 102, UF af sti, Herning - Gjellerup Lund, IBDAS SLAB. § Bro 66 - 0239.00, OF af rute 18, Øst, IBDAS SLAB. § Bro 66 - 0239.10, OF af rute 18, Vest, IBDAS SLAB. § Bro 66 - 0240.00, OF af tangentrampe, IBDAS SLAB. Motorvejsbro Århus - Herning, Låsby - Århus § Bro 60 - 0101, OF af Silkeborgvej. Extension of existing Bro, IBDAS SLAB. § Bro 66 - 0026, OF af Silkeborgvej, IBDAS SLAB. § Bro 66 - 0027, OF af tilkørselsrampe, IBDAS SLAB. § Bro 66 - 0022, UF af Lyngbygård Å, IBDAS SLAB. § Bro 60 - 0101.3, UF af M66, IBDAS SLAB. |
123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ | | | Motorvejbro Ydre Ring, Århus § Bro 61 - 006.51, UF af A-vej 609, Øst, IBDAS SLAB. Køge Bugt Motorvejsbro § Bro 10 - 0014, Køge Bugt Motorvejsbro (extension) , IBDAS SLAB. Architected Design Footway Bro § Bro 14 - 0.071.10 Footway Bro over Jægersborg Station, IBDAS SLAB.
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123456789_123456789_1 | 123456789_123456789_123456789_123456789_12 | | | Language skills
| | Speak | Read | Write | Danish | good | good | good | English | good | good | good | Vietnamese | excellent | excellent | excellent | |
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| CAE, CAD & Programming skills
| User level: click on user interface of a software to do some thing. Programming level: get a software to execute an external input automatically. 1. have tried 2. know many 3. experience
| User level | Programming level | ANSYS | 1 | 2 | Autodesk ROBOT | 2 | 2 | LUSAS | 3 | 2 | | | | Autodesk 3ds Max Design | 3 | 3 | Autodesk AutoCAD Architecture | 2 | 2 | Autodesk Civil 3D | 2 | 1 | Autodesk Revit | 2 | 3 | Autodesk Showcase | 1 | - | | | | Bentley MicroStation | 2 | 2 | Bentley Inroad | 2 | - | | | | ICDAS | 3 | |
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