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Senior Lecturer at Department of Civil Engineering
416 Yates St. Arlington, TX 76019
Ph.D.
Structural Engineering
Sharif University of Technology
M.Sc.
Earthquake Engineering
University of Tehran
B.Sc.
Civil Engineering
August 2013
Ongoing
Senior Lecturer
The University of Texas at Arlington
2013
Abolmaali, A., Razavi, M., and Radulova, D. ,2012, “On the Concept of Earthquake Resistant Hybrid Steel Frames,” The Journal of Constructional Steel Research, Vol. 68, pp. 34-42.
Journal Article
Published
2013
Razavi, M., Kiamanesh, R., Abolmaali, A. ,2012, “Computational benchmarks in simulation of cyclic performance of steel connections using three-dimensional nonlinear finite element method,” International Journal of Computational Methods and Experimental Measurements, Accepted 26 March 2012
Journal Article
Accepted
2013
Heidarzadeh, N.,Razavi, S. M., Shamsaei, N., “Behavior Study of High Impact Resistant Reinforced Concrete Frames Using Crack Conduction Method,” 8th Biennial ASME Conference on Engineering Systems Design and Analysis (ESDA), Torino, Italy, July 2006.
Conference Paper
Published
2013
Razavi, S.M., Heidarzadeh, N., "Seismic assessment of behavior of a 54 stories           reinforced concrete tower in Tehran", 2nd Tehran tower conference, Tehran,           Iran, 2007 (Farsi)
Conference Paper
Published
Fall 2014
CE 2221 - Dynamics
Office Hours (also by appointment)
DayStartEnd
Tuesday3:30PM6:00PM
Thursday3:30PM6:00PM
Planar and spatial kinematics and kinetics of individual particles and systems of particles utilizing Newton’s Laws of Motion, the Principle of Work and Energy, and the Principle of Impulse and Momentum; frictional forces; kinematics and kinetics of rigid bodies.
Last Updated on August 26, 2014, 4:52 pm
Fall 2014
CE 4347 - Reinforced Concrete Design
Office Hours (also by appointment)
DayStartEnd
Tuesday3:30PM6:00PM
Thursday3:30PM6:00PM
An analysis, design and synthesis course for concrete structures, emphasizing elastic analysis and strength design. Topics include strength and serviceability requirements. Design of one way slabs, rectangular beams, flanged sections and columns, and footings for strength, shear, bond, bearing, and serviceability. Building codes,  American Concrete Institute (ACI) specifications, material specifications, test methods, and recommended practice documents.
Last Updated on August 27, 2014, 9:09 am
Fall 2014
CE 5312 - Advanced Concrete Design I
Office Hours (also by appointment)
DayStartEnd
Tuesday3:30PM6:00PM
Thursday3:30PM6:00PM
Includes structural design of slender columns, walls, truss model for shear and torsion; structural systems such as continuous beams, two-way slabs, yield-line theory and shear friction. Behavior of reinforced concrete structures, with emphasis on ductility and detailing of frames, slabs, and detailing for seismic loads will be covered. Building codes, American Concrete Institute (ACI) specifications, material specifications, test methods, and recommended practice documents. Credit not granted for both CE 4361 and CE 5312
Last Updated on August 27, 2014, 9:12 am
Spring 2014
CE 2311 - Ce 2311-001
Office Hours
DayStartEnd
Monday2:00PM5:00PM
Wednesday2:00PM5:00PM
Vector algebra; composition and resolution of forces; equivalence of force couple systems; equilibrium of force systems acting on particles, and force - couple systems acting on rigid bodies, and systems of rigid bodies; internal forces in rigid bodies; shear and moment diagrams; centroids and moments of inertia; and frictional forces.
Last Updated on January 10, 2014, 12:19 pm
Spring 2014
CE 4347 - Ce 4347-001
Office Hours
DayStartEnd
Monday2:00PM5:00PM
Wednesday2:00PM5:00PM
An analysis, design and synthesis course for concrete structures, emphasizing elastic analysis and strength design. Topics include strength and serviceability requirements. Design of one way slabs, rectangular beams, flanged sections and columns, and footings for strength, shear, bond, bearing, and serviceability. Building codes,  American Concrete Institute (ACI) specifications, material specifications, test methods, and recommended practice documents.
Last Updated on January 10, 2014, 4:03 pm
Spring 2014
CE 6357 - Ce 6357-001
Office Hours
DayStartEnd
Monday2:00PM5:00PM
Wednesday2:00PM5:00PM
Buckling of columns; approximate method of analysis for buckling problems; beam columns; structural system stability (buckling of frames); lateral torsional buckling; buckling of plates; and buckling of axially compressed cylindrical shells
Last Updated on January 10, 2014, 12:29 pm
Fall 2013
CE 5315 - Ce 5315-001
Office Hours
DayStartEnd
Monday3:00PM5:00PM
Wednesday3:00PM5:00PM
Analysis of stresses and strains at a point, stress-strain relationships, stresses due to various leading conditions, theories of failure, energy methods, shear center, unsymmetrical bending, curved beams, torsion in closed and open cell cross-sections, principles of plastic analysis, and buckling analysis.
Last Updated on August 23, 2013, 9:08 am
Fall 2013
CE 4324 - Ce 4324-001
Office Hours
DayStartEnd
Monday3:00PM5:00PM
Wednesday3:00PM5:00PM
Analysis of stresses and strains at a point, stress-strain relationships, stresses due to various leading conditions, theories of failure, energy methods, shear center, unsymmetrical bending, curved beams, torsion in closed and open cell cross-sections, principles of plastic analysis, and buckling analysis.
Last Updated on August 23, 2013, 9:08 am
Fall 2013
CE 6355 - EARTHQUAKE ENGINEERING
Office Hours (also by appointment)
DayStartEnd
Monday3:00PM5:00PM
Wednesday3:00PM5:00PM
Earthquake characteristics; design of structures to resist earthquakes. Characterization of earthquakes for design. Development of design criteria for elastic and inelastic structural response. Seismic performance of various structural systems. Prediction of nonlinear seismic behavior. Basis for code design procedures. Preliminary design of steel and reinforced concrete structures. Evaluation of earthquake vulnerability of existing structures and rehabilitation of seismic deficiencies.
Last Updated on August 21, 2013, 4:42 pm
Fall 2013
CE 2313 - Ce 2313-001
Office Hours (also by appointment)
DayStartEnd
Monday3:00PM5:00PM
Wednesday3:00PM5:00PM
Concepts of stress and strain; stress-strain relationships. Behavior of members subjected to tension, compression, shear, bending, torsion, and combined loading. Deflections and elastic curves, shear and bending moment diagrams for beams, and column theory.
Last Updated on August 21, 2013, 4:46 pm
Summer 2013
CE 2210 - PARTICLE DYNAMICS
Planar and spatial kinematics and kinetics of individual particles and systems of particles utilizing Newton's Laws of Motion, the Principle of Work and Energy, and the Principle of Impulse and Momentum; steady flow and variable mass systems; single degree of freedom vibration. Prerequisite: Grade of C or better in CE 2311; grade of C or better in MATH 2425.
Last Updated on August 14, 2013, 2:44 pm
Summer 2013
CE 2313 - Mechanics of materials
Concepts of stress and strain; stress-strain relationships. Behavior of members subjected to tension, compression, shear, bending, torsion, and combined loading. Deflections and elastic curves, shear and bending moment diagrams for beams, and column theory. Prerequisite: Grade of C or better in CE 2311; Grade of C or better in MATH 2425.
Last Updated on August 14, 2013, 2:44 pm
Spring 2013
CE 3341 - STRUCTURAL ANALYSIS
Structural analysis/design process, structural forms, and basic structural elements. Analysis of statically determinate structures including beams, trusses, frames, and composite structures, shear and moment diagrams, influence lines, and moving loads. Methods to compute deflections including double integration, moment area, and virtual work. Methods of analysis for statically indeterminate structures including consistent deformation, slope deflection and moment distribution. Use of structural analysis programs.
Last Updated on August 14, 2013, 2:44 pm
Fall 2012
CE 2210 - PARTICLE DYNAMICS
Planar and spatial kinematics and kinetics of individual particles and systems of particles utilizing Newton's Laws of Motion, the Principle of Work and Energy, and the Principle of Impulse and Momentum; steady flow and variable mass systems; single degree of freedom vibration. Prerequisite: Grade of C or better in CE 2311; grade of C or better in MATH 2425.
Last Updated on August 14, 2013, 2:44 pm
Summer 2012
CE 2210 - PARTICLE DYNAMICS
Planar and spatial kinematics and kinetics of individual particles and systems of particles utilizing Newton's Laws of Motion, the Principle of Work and Energy, and the Principle of Impulse and Momentum; steady flow and variable mass systems; single degree of freedom vibration. Prerequisite: Grade of C or better in CE 2311; grade of C or better in MATH 2425.
Last Updated on August 14, 2013, 2:44 pm
Summer 2011
CE 2210 - PARTICLE DYNAMICS
Planar and spatial kinematics and kinetics of individual particles and systems of particles utilizing Newton's Laws of Motion, the Principle of Work and Energy, and the Principle of Impulse and Momentum; steady flow and variable mass systems; single degree of freedom vibration. Prerequisite: Grade of C or better in CE 2311; grade of C or better in MATH 2425.
No Syllabus Attached!