Sotiris Sotiriou has engineering experience in a wide variety of building types and sizes. Design and construction of high-rise, tensile, commercial and residential structures, made of any kind of structural material. Registered professional engineer in Cyprus involved in many structural projects, as designer or consultant, around Europe and U.S.
Development of numerous engineering software for analysis and design. Development of CableNL, a program that use the cable-net method with geometric nonlinearity to analyze tensile structures of cables fabric or glass. Development of RATe a software that performs material nonlinear analysis in order to define the behavior of existing concrete structures.
MEng in civil engineering from Patras University and Msc in structures and material engineering from NYU Polytechnic University, New York.
EC1 WIND LOADS
CONCRETE COLUMN BIAXIAL BENDING ON ACI-318
LINEAR ACCELERATION METHOD
MASONRY WALL EC6
MOTION EQUATION SDF
MOTION EQUATION PART II
RESPONSE RATIO
I SECTION SHAPE FACTOR
SHEAR WALL DESIGN ACI-318
EQUATION OF MOTION (CENTRAL DIFFERENCE METHOD)
EC2 CONCRETE BEAM DESIGN
CONVENTIONAL SLAB ON GRADE
FOUNDATION SPRING STIFFNESS (FEMA-356)
RESPONSE SPECTRUM (CYPRUS, EAK, EC8)
RETAINING WALL
STEEL BEAM-COLUMN DESIGN EC3
STEEL WEIGHT
TWO WAY SLAB DESIGN EC2
WIND & SNOW LOADS EC1
WOOD ROOF DESIGN
BOLTED STEEL TO TIMBER JOINTS
BUCKLING RESISTANCE
CONCRETE BEAM
CONCRETE PROPERTIES
CURVED CLUE LAMINATED BEAM
PILE CAP DESIGN
MASONRY WALL CHECK EC6
END BEARING STIFFENERS
FEMA-356 TARGET DISPLACEMENT
FOOTING DESIGN EC7
EQUIVALENT STATIC METHOD EC8
SHORT COLUMN DESIGN
LATERAL TORSIONAL BUCKLING
ONE BOLT BRACING CONNECTION
ONE WAY SLAB DESIGN
PAD FOOTING EC2
SHEET PILE WALL
SHEAR CAPACITY OF SHEAR STUD CONNECTOR
SLENDERNESS RATIO
SOIL CAPACITY
STORY DRIFT
WELD DESIGN FOR FULL RESISTANCE OF CONNECTING MEMBER
WOOD BEAM TO EC5
WOOD COLUMN TO EC5
COLUMN BASE SUBJECTED TO COMPRESSION AND BENDING
Phone : +357-25337761
Email : [email protected]