structural design engineer
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Education: 5
Experience: 5 years
Relocation: Yes - Internationally
Career Objective
Design Structural elements in Industrial complex, specially oil and gas
Professional Experience
As a lead engineer, in the following projects:
1-Siler and PVC Saloons, Paint Saloon No.5, IRAN KHODRO Co.,Tehran,Iran
This saloon will be used as a part of new paint system in this faculty.Total area of this Saloon is 7200 m2.This saloon will contain some equipments,a channel for conveyer, some maintenance area and electrical room.This structural system is made of steel and has single footings.
2-14 Stories Official Building in Shahrak-e- Gharb,Tehran,Iran
This building locates in Shahrak-e-Gharb in the north-west of Tehran.Total area of this building is 9000 m2. For earthquake load effect reduction,a returning wall system is applied on under ground stories.Special moment resistant steel frame and also cross columns are used.Mat foundation is used in this building.
As a structural design engineer, in the following projects:
1-Shazand Arak refinery, expansion and upgrading project,Arak,Iran
Design foundations for vibrating machines for two heavy pumps
Design foundations for atmospheric
Design foundations for spherical tank
Design some piperacks,sleeper way,trestle and special pipe support
Modeling structural member in PDMS software and use interconnecting mudal“Open Steel” to link PDMS software and Tekal Structure software
2-C.A. project in PVC ARVAND Petrochemical Plant,Bandar Imam,Iran
Design Equipment Structure Support,Unit C-320.It has some equipment such as horizontal and vertical vessels, exchangers,pumps and maintenance areas.For main structure, special moment and steel bracing resistant system are used.Because of not-appropriate soil under the structure, pile system is used for foundation.
3- S.M. projects in 9th Olefin in Pars Petrochemical Co.,Assaluyeh,Iran
Design foundations for vibrating machines for three heavy pumps.
Design surface foundation for small pumps.
Design foundation for equipments such as horizontal and vertical vessels and exchangers.
Design mat foundation for Tower No. 220 & exchanger 222 with 600 m3 concrete volume.
Design foundation for STR-10 (the greatest equipment support structure in plant) with 300 m3 concrete volume.
Member of the drawing team for STR-10 shop-drawing preparation with difficult geometry and over than 800 tons weight.
Field engineer in construction site for some months
4-Pars offsite projects in 9th Olefin in Aryasasol Petrochemical Co.,Assaluyeh, Iran
Design two piperacks
Eductation
M.S. Civil-Earthquake Engineering – 2004
Khajeh Nasir University of Technology, Tehran, Iran
Civil-Earthquake Engineering
Selected Courses: Structural Dynamics, Earthquake Engineering, Design of Earthquake Resistant Structures, Risk Analysis and Seismology, Soil Dynamics, Soil-Structure Interaction, Advanced Mathematics, Plastic Design of Structures.
Thesis Topic: Nonlinear Dynamic Analysis of Braced Frames with Different Bracing Behavior Subjected to Earthquake
Advisor: Professor Behruz Asgarian, Ph.D., P.E.
B.S. Civil Engineering - 2002
Khajeh Nasir University of Technology, Tehran, Iran
Civil Engineering
Additional Information
RESEARCH ASSISTANTSHIP & TEACHING ASSISTANTSHIP
Teaching Assistant, Prof. M. Yahyai,Dynamics of Structures course,teaching about 30 under graduate students,2005.
Teaching Assistant, Prof. N. Tafreshi, Foundation design course,teaching about 25 under graduate students,2007
JOURNAL PAPER
Asgarain, B. and Amirhesari, N. (2006).“A Comparison on Dynamic Nonlinear Behavior of Ordinary and Buckling Restrained Braced Frames Subjected to Strong Ground Motion”, Journal of” The Structural Design of Tall and Special Buildings”, John Wiley & Sons published online 2 Aug 2007.
CONFERENCE PAPERS
Amirhesari, N. and Asgarain, B. (2006). “Comparison on Hysteretic Behavior of Buckling Resistance Brace Frame and Ordinary Brace Frame”, 7th International Congress on Civil Engineering, 8-10 May 2006, Tarbiat Modaress University, Tehran.
Amirhesari, N. and Asgarain, B. (2004). “Comparison of Buckling Resistance Brace Frame and Ordinary Brace Frame in Push-Over Analysis”, 2nd Iranian National Civil Engineering Conference, Science and Industry University, Tehran.
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