I can answer questions in Structural Engineering, Earthquake Engineering, Project Management and Project Control topics!
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.
Sinam Consulting Engineers Co.
Bs degree in Civil Engineering from Ferdowsi University ,1988, Mashhad Iran, Ms degree in Earthquake Engineering, Sharif University of Technology, 1993, Tehran, Iran
|Sadath||10/03/16||10||10||10||Thank you sir for your answer|
|sayali||09/06/16||10||10||10||Thank you sir.|
Dear Filip For modal analysis you have to choose a number of mode to be contributed to the calaculation. This number cant be bigger than the number of mass degree of freedom. For example for a 2 story
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
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
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
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