123456789_123456789_1 123456789_123456789_1234 123456789_12345678 C V 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 1234567 Truc Huynh CV 1 2 3 ICDAS Founder Name:
Company:
Nationality:
Profession:
Position:
Truc Huynh
ICDAS
Danish
PhD, M.Sc. Structural Engineering
ICDAS Founder
123456789_123456789_1 123456789_123456789_1234 123456789_12345678 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 1234567 Employed:
ICDAS since 2008-today
Consultancy for The Danish Road Directorate,
BIM for Infrastructures & FEM, April - December 2018
AARSLEFF Mar 2017 - April 2018
DTU Ballerup 2012-2017
COWI Oct 2014 - Jan 2017
NIRAS 2008-April 2014
Rambøll 2006-2008
COWI 2001-2006
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ Special field of engineering experience
Over 18 years experiences in i c s motorway , railway bridges , prefabricated bridges, existing bridges extensions , suspension bridges, cable-stayed bridges. Software creator for high raise and low raise buildings.
- ICDAS Founder since 2008 using Autodesk Infrastructure Design Suite Premium 2012-2016
and Autodesk Building Design Suite Premium 2012-2016. From 2017 ICDAS applies the annual
subsciption Autodesk AEC Collection incl. 18 software including cloud computing (Architecture,
Engineering & Construction).
- VDC Specialist at PER AARALEFF (Virtual Design & Construction)
- Creator of Bridge Design 3Dimensions (BD3) software for NIRAS since 2008, using
Bentley MicroStation and LUSAS Bridge.
- Creator of Mast & Tower Design 3Dimensions (MD3) software for NIRAS since 2008,
using Bentley MicroStation & Autodesk ROBOT .
- Bridge Design System (BDS) application level for two Danish motorway bridges.
BDS is a Rambøll in-house software.
- Creator of SLAB software for COWI since 2001 for motorway bridges , railway bridges ,
prefabricated bridges, and existing bridges extensions using I ntegrated B ridge D esign
and A nalysis S ystem (IBDAS), a COWI in-house software
- Virtual Reality Technology for Alborg University 2000 (Vibration of 4500m main span
suspension bridge on 10m width screen using super computer for the first time in
Denmark)
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ Education/ Certificate PRINCE2, The Danish Technological Institute Dec 2018 (PRojects IN Controlled Environments)
PhD Alborg University 2001 ( Suspension Bridge Aerodynamics and Active Vibration Control )
M.Sc. Engineering, Technical University of Denmark 1998 (Cable supported Bridges with Suspension, Cable-Stayed and Combi System )
123456789_123456789_1 Selected projects 2016 (COWI) 123456789_123 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2016-06
Railway bridges 7.7 & 7.8 at Lyngby station, Light Rail On Ring 3, 2021
Client: Bane Denmark
The railway bridges 7.7 & 7.8 at Lyngby station in Zealand Denmark are a part of Ring 3 Light Rail
System. The Ring 3 is the biggest light rail project in Denmark, as well as in all the five Nordic
countries. Construction is scheduled to begin in 2016 and services will open to public by 2021.
The bridges 7.7 and 7.8 will become a two overpasses of railway above the Light Rail on Ring 3
(bury). The concrete deck of bridge 7.7 has been designed inclining to meet the need of 4.500m
free height above the new Light Rail in a complicated terrain situation.
The secant piles are shown at every two, which will become a wall at the end with the non-
reinforced columns in between. The secant wall are designed for special horizontal pressures from
the earth, water and the trains load on the neighbour arch bridge.
Concrete and reinforcement are verified in SLS, ULS, FLS and ALS load combinations after Eurocode
and BaneDanmark BN1-59-4.
123456789_123456789_1 Selected projects 2015 (COWI) 123456789_123 2015-09
Pedestrian Bridge over Køge Station
Client: Køge Komunne
Concrete topping cast on prefabricated TTSlab. Prestressing strands in TTSlab.
Staged construction. Reaction, deformation and stress analysis.
Concrete and shear verification in SLS, ULS & ALS.
Bending and stirrup reinforcement verification in SLS, ULS & ALS.
Bearings verification in ULS, displacement, rotation, max and min compression.
Pre-analysis in LUSAS.
Detail analyse in IBDAS.
Static Documentation.
123456789_123456789_1 123456789_ 123456789_ 123456789_ 123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2015-05
Railway bridge over Kalbyrisvej
Client: Bane Denmark
The replacement Railway Bridge over Kalbyrisvej in Zealand Denmark has been verified according
to static and dynamic natural frequency cf. Design Basis and Eurocode.
The bearings, concrete and reinforcements are designed for SLS, ULS, and FLS combinations of
loads incl. LM71 for railway. The main reinforcement is 16/200, supplementary reinforcements
are 16, and 20/200 (no 25 and 32 needed). IBDAS Tool
123456789_123456789_1 123456789_ 123456789_ 123456789_ 123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2015-01
New Egøjevej bridge above the railway Køge-Næstved
Client: Bane Denmark
Reaction, deformation and stress analysis. Concrete and shear verification in SLS, ULS & ALS.
Bending and stirrup reinforcement verification in SLS, ULS & ALS. Static Documentation .
IBDAS Tool.
123456789_123456789_1 Selected projects 2014 (COWI) 123456789_123 2014-11
New Tollerødvej bridge above the railway Køge-Næstved
Client: Bane Danmark
Reaction, deformation and stress analysis. Concrete and shear verification in SLS, ULS & ALS.
Bending and stirrup reinforcement verification in SLS, ULS & ALS. Static Documentation .
IBDAS Tool.
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ Selected projects 2013 (NIRAS) 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345
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123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 Odense Stibro 2013
Client: Bane Denmark
Group manager of 4 construction engineers to model the South concrete bridge, the cable-stayed
steel bridge and the North concrete bridge of the Odense Stibro. The LUSAS FEM model is created
exactly to the architect's drawing using BD3 Ad hoc curve fitting. Bending and stirrup
reinforcement verification. 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_12345 2013-03
Skebjergvej two-span presstressing concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and Bending and stirrup
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2013-02
Kirkevangen two-span presstressing concrete bridge. Strong asymmetric spans and skew support.
Cable curves optimization.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement
verification. 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_ Selected projects 2012 (NIRAS) 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345
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Østerbrogadebro four-span presstressing concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
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_12345 2012-06
BD3 development on box girder contra massive deck. BD3 Database model.
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2012-01
Bridge Information Modeling. Microsoft Visual Studio C#.net 2012 is applied to develop BD3Win.
All bridge information are digitized in input files to create drawings on MicroStation and 3D FEM
models on LUSAS, automatically.
Updating from Microsoft Visual Studio C#.net 2008
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ Selected projects 2011 (NIRAS) 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_ 2011-08
Lillemussevej three-span presstressing concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
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_12345 2011-07
Hulemosevej single span concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, LongiPlot and ElevaPlot. BD3
automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
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_12345 2011-05
Hellestrupvej two-span presstressing concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
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_12345 2011-03
Roskilde East two-span presstressing concrete bridge.
Client: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
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_ Selected projects 2010 (NIRAS) 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345
123456789_123456789_1 123456789_123456789_123456789_123456789_12 123456789_123456789_123456789_123456789_123456789_123456789_123456789_123456789_12345 2010-09
Vipperødvej two-span presstressing concrete bridge.
Clint: Danish Road Directorate.
BD3 automatic MicroStation drawings for PlanPlot, CrosSecPlot, CablePlot, LongiPlot and ElevaPlot.
BD3 automatic LUSAS model creation (FEM analysis). Bending and stirrup reinforcement verification.
Concrete and shear verification. Reaction, deformation and stress analysis.
ICDAS Founder 123456789_123456789_1234 123456789_12345678 123456789_ 123456789_ 123456789_ 123456789_ 123456789_ 1234567 Truc Huynh CV 1 2 3
123456789_ 123456789_1 123456789 E-mail: th@icdas.dk • Tel.: +45 60 53 83 79 • CVR no.: 34436169
