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Babak Esmailzadeh Hakimi

Iran
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Expertise

I can answer questions in Structural Engineering, Earthquake Engineering, Project Management and Project Control topics!

Experience in the area

I am experienced in the area of earthquake engineering in electrical power industry, i.e. Lifeline Earthquake Engineering. My focus has been on structural seismic design of power installations. Recently I have got involved in project management in the category of constructional engineering.

Organizations

Sinam Consulting Engineers Co.

Education/Credentials

Bs degree in Civil Engineering from Ferdowsi University ,1988, Mashhad Iran, Ms degree in Earthquake Engineering, Sharif University of Technology, 1993, Tehran, Iran

Average Ratings

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    K = Knowledgeability    C = Clarity of Response    P = Politeness
UserDateKCPComments
priyantha11/15/16101010 
raviarjun10/10/16101010thanx
Sadath10/03/16101010Thank you sir for your answer
raviarjun09/22/16101010thanx
sayali09/06/16101010Thank you sir.

Recent Answers from Babak Esmailzadeh Hakimi

2016-11-15 shear wall modelling in ETABS:

Dear Omr    I suggest you to model your system in two steps. In the first  model the entire structure together ( beam + column + shear wall). After the analysis being finished you register  the deflections

2016-11-11 thesis topic:

Dear Mohi      I suggest these topics:    1- Viscoelastic architectural materials to increase the vibration damping of buildings ( in seismic effects) .  2- increaing the viscoelastic properties of concrete

2016-11-11 shear wall modelling in ETABS:

Dear priyantha    There is no way to model the eccentrencity of the wall axis with respect to the beam and column but you can control and modify the members after checking the results to reduce the weakness

2016-11-07 soft and weak story - vertical irreg.:

Dear Rari    Stiffness is the force needed to make a unit displacement. Strength is the force which is tolerated by a structure. Then stiffness and strength are both force tolerated by the structure, the

2016-10-01 Moment of Resistance of shear wall:

Dear Selvaraj    I cant understand that the neutral axis lies outside of the section unless you look a combination of moment and axil load so that all stresses on the section have the same sign ( all compression

 

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