Résumé **** Eldridge PKWY Apt ***

Houston, TX ***77

abhtp2@r.postjobfree.com

Cell: 713-***-****

Haojun Chen

Senior Offshore Structural Engineer

PROFESSIONAL EXPERIENCE SUMMARY

• Twenty three years of structural engineering experience covering offshore marine/civil

engineering structures.

• Familiar with main offshore structural code (ABS, DNV, API and AISC).

• Conversant with major structural analysis software package SACS.

• Extensive experience with scantling design of various floating platforms and vessels.

• Structural supervision of junior engineer to complete the structural analysis and design.

QUALIFICATIONS/EDUCATION

MSE, Structural Engineering, Chongqing University, China 1986

BSE, Civil Engineering, Hunan University, China 1982

Visiting Scholar, Kyoto University, Japan 1993-1994

Language: Fluent English and Chinese

PROFESSIONAL EXPERIENCE

2007 – Present: Enertech Services International Inc. Houston, TX, USA

Lead Senior Offshore Structural Engineer

JIC-250 Jackup: 2007

JIC-250 is a Jack-up drilling unit for 250ft operating water depth and 20,000ft drilling depth with cantilever skid range

40x20ft. My task was to do the scantling design of hull, leg, spudcan, jacking house, cantilever and substructure, drill

floor, deck house and so on. I led the structural team to do the global and local analysis including strength, leg

buckling and plate buckling with software ANSYS and SACS.

CJ-46 Jackup: 2008

CJ-46 is a jack-up drilling platform for 375ft operating water depth and 30,000ft drilling depth. My work was on the

detail structural design of main hull, cantilever, deckhouse, leg and spud-can etc..

SDU-1502 Semisubmersible Drilling Platform: 2008

SDU-1502 is a Semi-submersible Platform for 1830m water depth and 10,000m drilling depth. My mission on the

project was to do scantling design of pontoon, column, upper hull, drill floor and so on. I led structural team to do

global and local analysis including strength and buckling with software ANSYS.

BTU-80 Tender Barge: 2008

BTU-80 is a tender barge unit providing tender operation in mild environment. My work on the project was to do

scantling design and the structure analysis.

JIC-300D Jackup: 2009

JIC-300D is Jack-up drilling unit for 300ft water depth and 25000ft drilling depth with cantilever skid range 60x30ft.

My task was to do scantling design of hull, leg, spudcan, jacking house, cantilever and substructure, drill floor,

deckhouse and so on. I led the structural team to do the global and local structural analysis including strength, leg

buckling and hull bucking.

SDU-3002 Semisubmersible Drilling Platform: 2009

SDU-3002 is a Semi-submersible Platform with 3050m water depth and 11430m drilling depth. My work was to do

scantling design of pontoon, column, upper hull, drill floor, braces and so on. I led the structure team to do analysis to

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Résumé 1333 Eldridge PKWY Apt 834

Houston, TX 77077

abhtp2@r.postjobfree.com

Cell: 713-***-****

primary structures, such as pontoon, column and upper hull, and structures, such as drilling floor, helicopter deck, etc.

with software ANSAS.

FDD-232 Floating Dry Dock Design: 2009

This dry dock is 230m long, 60m wide and 19.5m high with two cranes of 20mtx40m. Its lifting capacity is 20,000mt.

My work on the project was to do scantling design of pontoon, decks, wings and crane.

NPCC SEP450-Self-Propelled Jackup Vessel: 2010

This project is a wind farm installation vessel for 280ft water depth with four triangular lattice legs, 280t primary crane

and 50t auxiliary crane. My task on the project was the detail design of primary structure and outfitting, including

platforms hull decks, crane foundations, tanks and equipment foundations.

CNOOC Offshore LNG Terminal: 2010

This project is a conceptual Design of CNOOC LNG offshore terminal. My task was to develop the design basis and

LNG FSRU configuration and to write the general report and topic study report, LNG unloading system for offshore

applications.

CNCP Study of Jackup Rig Operation on Persian Gulf: 2010

This study includes five parts, jacking down and lowering the unit, field transiting, going on location and

jacking up, preloading and potential issues and precaution. I worked as a person in charge on this project.

1988 – 2006 Huagang Communications Design and Research Institute, Hunan, China

Principal Engineer

2005 – 2006 Heishipu Xiangjiang River Bridge

The structure type of the bridge is continuous arch of three spans made of steel tube filled with concrete.

The span is 102 m + 144 m + 102 m. My work in the project was project manger of construction

inspection and analysis in installation.

2004 – 2003 Xiangjiang River Bridge on Wuyi Road

This was a project for upgrading the old bridge. The structure type is pre-stressed concrete continuous

beam with span 20+46+24 meter. I played a role of project manager of design of rehabilitation of the

bridge.

2002– 2001 Tanshao Express Highway Crossover Bridge

There are two steel bridges on this express highway and the spans are 60, 72 meter, respectively. The one

with span of 72m is an arch structure of steel tube filled with concrete and the other structure is a steel

arch. My work on the project was design and analysis of the structure.

2000 Gaoqiao Steel Bridges

This bridge is a supported cable structure with span of 60 meter and made of steel. My work on the

project was design and analysis to structure of the bridge.

1996-1999 Shuyuanlu Viaduct

This is a large scale viaduct with bridge area more than 50,000 square meters, made of reinforced

concrete. I worked on the project as a project manager and the structural engineer.

1995 Shenzhen Plastic Model Factory

There are a cluster of workshops made of steel structure with span of 24 meters on the worksite, total

workshop area of 40,000 square meters. My work on the project was basic design and detail design as a

structure engineer.

1991-1992 Taizimiao Bridge

The structure type of this bridge is spatial arch made of steel tube filled with concrete with span 92

meters. My work on the project was to complete basic and detail design as a structure engineer.

2

Résumé 1333 Eldridge PKWY Apt 834

Houston, TX 77077

abhtp2@r.postjobfree.com

Cell: 713-***-****

1990 Jinfan Mansion

This is an 18~story reinforcement concrete shear wall structure with 24,000square meters. I worked on

structural analysis and design as a structural engineer.

1989 Complex buildings of Qongzhong Transportation Center

There are a cluster of 8~12-story framework buildings made of reinforcement concrete with total area of

more than 80,000 square meters. I worked on basic design and detail design as a structural engineer.

1982 to 1983 Second Heavy Machinery Group of China, Sichuan, China,

Junior Staff Engineer

In this period, I worked as structural engineer on the project of a factory workshop with steel structure

and the total area of 10,000 square meters.

Publications

(1) “Analysis of Torsion-Flexible Stability of T-Sectional Steel Strut”, Proceedings of the Forth International

Conference of Steel Structure Stability and Fatigue, Asia Session, Nov. 1987.

(2) “Overall Stability Analysis of a Multi-story Framework under Top Vertical Load”, Proceedings of the first

International Conference of Advances on Steel Structure, Hong Kong, Dec. 1996.

(3) “Overall Stability Analysis of a Multi-story Framework under Top Floor Uniformly Distributed Load”,

Proceedings of the Second International Conference of Advances on Steel Structure, Hong Kong, Dec. 1999.

(4) “Experimental Research on Earthquake Resistant Behavior of Steel Tubular Column Filled with High

Performance Concrete”, Proceedings of the First International Conference on Steel Composite Structures, Pusan,

Korea, Jun. 2001.

(5) “Experimental Research on Fatigue Behavior of Concrete Pavement Reinforcement by Cold Deformed Steel

Bar”, Journal of Southeast University, Vol.2, 2003.

(6) “Research on Fatigue Behavior of Concrete Pavement Reinforcement by Cold Deformed Steel Bar”, Journal of

Highway of China, Vol.1 2005.

Patents

(1) A New Kind of Floating LNG Receiving Terminal: 2010

Patent No.: 201010549940.8, Petition Place: P. R. China,

(2) A New Kind of LNG Hubspot: 2011

Patent No.: In petition, Petition Place: P. R. China

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