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ca.linkedin.com/in/farzadrouhanieng
July 2016
Montreal, Canada
Farzad Rouhani
8-Storey Building (2011-2013)
Total area : 2676 m2
Location : Tehran- IR
Steel frames and concrete joists
Moderately seismic zone
Seismic design of connections
Etabs, Safe, AutoCAD
One floor underground
Linear Static analysis- Regular building
5-Storey Building (2011-2013)
Total area : 386 m2
Location : Kordan- IR
Steel frames and concrete joists
Moderately seismic zone
X braces
Seismic design of connections
Etabs, Safe, AutoCAD
Linear Spectrum analysis- Regular building
11-Storey Building (2011-2015)
Total area : 4540 m2
Location : Tehran- IR
Steel frames and composite steel joists
High seismic zone
Concrete shear walls
Special Moment Resisting Frame
Seismic design of connections
Deep foundation and piles
Bolt steel connections
Etabs, Safe, AutoCAD
Five floors underground
Linear Dynamic analysis- Irregular building
13-Storey Building (2011-2015)
Total area : 6197 m2
Location : Tehran- IR
Steel frames and Metal Floor Deck
High seismic zone
Concrete shear walls
Special Moment Resisting Frame
Seismic design of connections
Deep foundation and piles
Bolt steel connections
Etabs, Safe, AutoCAD
Three floors underground
Linear/Nonlinear Static analysis- Irregular building
Time-history motion analysis
3-Storey Building (2011-2012)
Total area : 325 m2
Location : Lavasan- IR
Concrete Frame and Slab on beam floor
Moment resisting frame
Footing
Etabs, Safe, AutoCAD
Linear/ Static analysis- Regular building
Symbolic Tower (2011-2014)
Total height : 17 m
Location : Mashhad- IR
Concrete base underground
Tube Steel column
Sap2000, Safe, AutoCAD
Nonlinear static analysis
Nonlinear time-history analysis
The basement of this tower which is shown in yellow color is
concrete non-prismatic slabs. Green Columns are non-prismatic
steel tubs.
7-Storey Building (2011-2013)
Total area : 3250 m2
Location : Tehran- IR
Steel frames and Concrete slabs
High seismic zone
Special Moment Resisting Frame
Deep foundation- piles
3-storey underground parking
Sap2000, Safe, AutoCAD
The soil under north-east part of columns was fully-saturated of
water and the settlement of those column made some problems
during the construction. – Redesigned
Industrial Steel Building (2013-2014)
Total area : 3420 m2
Location : Karaj- IR
Steel frame and bolted connections
Sap2000, Safe, AutoCAD
Linear static analysis
Wind calculation on the sides
X braces
9-Storey Building (2012-2014)
Total area : 3500 m2
Location : Tehran- IR
Steel frames and Metal Floor Deck
High seismic zone
Steel plate shear walls
Sap2000, Etabs, Safe, AutoCAD
Linear and nonlinear static analysis
Nonlinear Finite element analysis on the slab plates using
ABAQUS
13-Storey Building (2013-2016)
Total area : 6601 m2
Location : Tehran- IR
Steel frames and Metal Floor Deck
High seismic zone
Steel plate shear walls
Sap2000, Etabs, Safe, AutoCAD
Linear and nonlinear static analysis
Irregular plan
Nonlinear Finite element analysis on the slab plates using
ABAQUS
10-Storey Commercial building (2012-2016)
Total area : 5957 m2
Location : Tehran- IR
Steel frames and Composite joists
High seismic zone
Steel plate shear walls
Sap2000, Etabs, Safe, AutoCAD
Linear and nonlinear static analysis
Irregular plan
Nonlinear Finite element analysis on the slab plates using
ABAQUS
In the 3 first stories, a large void area provides area for
eskalators. Those near areas will be covered using concrete
slab.
Industrial Steel Building (2012-2013)
Total area : 540 m2
Location : Malard - IR
Steel frame and bolted connections
Sap2000, Safe, AutoCAD
Linear static analysis
Wind calculation on the sides
X braces
One annex was designed inside this factory.
Industrial Steel Building (2013)
Total area : 380 m2
Location : Mahmoodabad - IR
Steel frame and bolted connections
Sap2000, Safe, AutoCAD
Linear static analysis
Wind calculation on the sides
X braces
Containing 2 trolleys of overhead crane with the capacity of
500 Tons. (OPEN WINCH CRANES)
Progressive Collapse Analysis (2016)
Location : Montreal, Canada
27 four-storey Reinforced Concrete building located in
Montreal, Toronto and Vancouver were designed.
Three levels of ductility; Ductile, Moderately ductile and
conventional have been considered for those buildings.
All the loadings and design procedures satisfy the
requirements of NBCC2010 and CSA A23.14.
Detailed Finite element models were developed to consider
the vulnerability of RC beams prone to progressive collapse.
Equations were proposed to determine the vulnerability of
those buildings considering the level of ductility.
This analysis were part of my Master’s thesis in Concordia
University.
Self-Reacting frame (2016)
Total Capacity : 6000 kN
Location : Montreal, Canada
Structural lab- Concordia University –
Supervision of Prof. Khaled Galal
All the loadings and design procedures satisfy the
requirements of NBCC2010 and CSA S16-14
Steel frame and bolted connections
Sap2000, ABAQUS, AutoCAD
Nonlinear plastic analysis
Detailed finite element models
This is a self-reacting frame which holds the actuators and caries
the reaction of the load which is applied on the specimens (i.e.
shear wall or columns)
Settlement Simulation Aluminum frame (2016)
Location : Montreal, Canada
Structural lab- Concordia University
Design and analysis of a 4-storey aluminum building.
This frame will be constructed to simulate the settlement of
a column in (1/10th) scale.
All of the columns, beams, bolts, angels and base plates
were simulated in the FEM.
Detailed stress control on the holes, contact surfaces of the
bolts and all the edges were conducted.
