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Morteza Torkamani

Associate Professor
Civil & Environmental Engr

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Torkamani, M.A.M., & Shieh, J.H. (2011). Higher-order stiffness matrices in nonlinear finite element analysis of plane truss structures. Engineering Structures, 33(12), 3516-3526.Elsevier BV. doi: 10.1016/j.engstruct.2011.07.015.

Torkamani, M.A.M., & Roberts, E.R. (2009). Energy equations for elastic flexural–torsional buckling analysis of plane structures. Thin-Walled Structures, 47(4), 463-473.Elsevier BV. doi: 10.1016/j.tws.2008.06.006.

Torkamani, M.A.M., & Lee, H.E. (2002). Dynamic Behavior of Steel Deck Tension-Tied Arch Bridges to Seismic Excitation. Journal of Bridge Engineering, 7(1), 57-67.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)1084-0702(2002)7:1(57).

Torkamani, M.A.M., & Sonmez, M. (2001). Inelastic Large Deflection Modeling of Beam-Columns. Journal of Structural Engineering, 127(8), 876-887.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9445(2001)127:8(876).

Torkamani, M.A.M. (1998). Transformation Matrices for Finite and Small Rotations. Journal of Engineering Mechanics, 124(3), 359-362.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9399(1998)124:3(359).

Onyemelukwe, O.U., Torkamani, M.A.M., & Bosch, H.R. (1997). Numerical simulation of wind-induced forces on bridge deck sections of long-span bridges. Computers & Structures, 62(4), 667-679.Elsevier BV. doi: 10.1016/s0045-7949(96)00241-6.

Onyemelukwe, O.U., Torkamani, M.A.M., & Bosch, H.R. (1997). Simulation Of Wind-Flow Patterns Around Bridge Deck Sections. International Journal of Modelling and Simulation, 17(2), 120-130.Informa UK Limited. doi: 10.1080/02286203.1997.11760320.

Torkamani, M.A.M., Sonmez, M., & Cao, J. (1997). Second-Order Elastic Plane-Frame Analysis Using Finite-Element Method. Journal of Structural Engineering, 123(9), 1225-1235.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9445(1997)123:9(1225).

Torkamani, M.A.M., & Elsafi, O.Y.H. (1992). Discrete methods of solution for dynamic linear and nonlinear problems. Computers & Structures, 43(1), 193-201.Elsevier BV. doi: 10.1016/0045-7949(92)90095-h.

Torkamani, M.A.M. (1990). Elasto-plastic analysis for cyclic loading and tresca yield condition. Computational Mechanics, 6(5-6), 407-422.Springer Science and Business Media LLC. doi: 10.1007/bf00350421.

Torkamani, M.A.M., & Alsanusi, S.K. (1989). Elasto-plastic analysis of a plane stress problem using linearized yield surface and mixed hardening rule. Computers & Structures, 31(6), 935-956.Elsevier BV. doi: 10.1016/0045-7949(89)90279-4.

Torkamani, M.A.M., & Elsafi, O.Y.H. (1989). A unified approach to the solution of plane elasto-plastic problems: Criteria of yielding. Computers & Structures, 33(5), 1167-1181.Elsevier BV. doi: 10.1016/0045-7949(89)90456-2.

Torkamani, M.A.M., & Ahmadi, A.K. (1988). Stiffness identification of two- and three-dimensional frames. Earthquake Engineering & Structural Dynamics, 16(8), 1157-1176.Wiley. doi: 10.1002/eqe.4290160805.

Torkamani, M.A.M., & Ahmadi, A.K. (1988). Stiffness identification of a tall building during construction period using ambient tests. Earthquake Engineering & Structural Dynamics, 16(8), 1177-1188.Wiley. doi: 10.1002/eqe.4290160806.

Torkamani, M.A.M., & Ahmadi, A.K. (1988). Stiffness Identification of Frames Using Simulated Ground Excitation. Journal of Engineering Mechanics, 114(5), 753-776.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9399(1988)114:5(753).

Torkamani, M.A.M. (1986). A linear yield surface in plastic cyclic analysis. Computers & Structures, 22(3), 499-516.Elsevier BV. doi: 10.1016/0045-7949(86)90056-8.

Torkamani, M.A.M., & Pramono, E. (1985). Dynamic Response of Tall Building to Wind Excitation. Journal of Structural Engineering, 111(4), 805-825.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9445(1985)111:4(805).

Torkamani, M.A.M., & Pramono, E. (1985). Dynamic response of tall building to wind excitation. Journal of Structural Engineering (United States), 111(4), 805-825. doi: 10.1061/(ASCE)0733-9445(1985)111:4(805).

Torkamani, M.A.M., & Pajand, M.R. (1984). Plastic Cyclic Analysis Using Linear Yield Surface. Journal of Engineering Mechanics, 110(5), 776-793.American Society of Civil Engineers (ASCE). doi: 10.1061/(asce)0733-9399(1984)110:5(776).

Torkamani, M.A.M., & Prammone, E. (1983). Dynamic response of high-rise building subject to wind excitation.

Torkamani, M.A.M., & Prammone, E. (1983). Dynamic response of high-rise building subject to wind excitation.

Torkamani, M.A.M., Bhatti, M.H., & Zarembski, A.M. (1982). DYNAMIC RAIL OVERTURNING: MODELLING AND APPLICATION. Journal of the Engineering Mechanics Division, 108(EM6), 1330-1350.

Bhatti, M.H., Torkamani, M.A.M., & Zarembski, A.M. (1980). DYNAMIC RAIL OVERTURNING: APPLICATION. Rail International, 11(10), 558-572.

Torkamani, M.A.M., Bhatti, M.H., & Zarembski, A.M. (1980). DYNAMIC RAIL OVERTURNING: MODELLING. Rail International, 11(9), 499-514.

Torkamani, M., Bhatti, M.H., & Zarembski, A.M. (1979). DYNAMIC RAIL OVERTURNING: MODELLING AND APPLICATION. Desalination, 106-109.

Torkamani, M.A.M., & Hart, G.C. (1978). SYSTEM IDENTIFICATION: IMPULSE RESPONSE FUNCTIONS. ASCE J Eng Mech Div, 104(5), 1147-1158.

Torkamani, M.A.M., & Shieh, J.H. (2011). Elastic Nonlinear Analysis of Plane Truss Bridges. In Structures Congress 2011, (pp. 239-251).American Society of Civil Engineers. doi: 10.1061/41171(401)22.

Torkamani, M.A.M., & Sonmez, M. (2008). Solution techniques for nonlinear equilibrium equations. In Proceedings of 18th Analysis and Computation Speciality Conference - Structures Congress 2008: Crossing the Borders, 315.

Mahmoodzadeh, S., Pariazar, M., Zaeri, M.S., & Torkamani, M.A. (2007). Evaluate projects by using multiple criteria decision making techniques. In 2007 IEEE International Conference on Industrial Engineering and Engineering Management, (pp. 272-276).IEEE. doi: 10.1109/ieem.2007.4419194.

Torkamani, M.A.M., & Sonmez, M. (2001). Inelastic Large Deflection Modeling of Plane Frame Systems. In Structures 2001, 109.American Society of Civil Engineers. doi: 10.1061/40558(2001)156.

Torkamani, M.A.M., & Lee, H.E. (2000). Dynamic Behavior of Steel Deck Tension-Tied Arch Bridges. In Advanced Technology in Structural Engineering, 103.American Society of Civil Engineers. doi: 10.1061/40492(2000)143.

Elsafi, O.Y.H., & Torkamani, M.A.M. (1995). Unified approach for derivation of numerical integration methods. In Structures Congress - Proceedings, 1, (pp. 1048-1052).

Torkamani, M.A.M., & Murad Ramadan, S. (1994). Probabilistic approach to the response of tall buildings to wind loadings. In Structures Congress XII, (pp. 1439-1444).

Elsafi, O.Y.H., & Torkamani, M.A.M. (1991). Explicit integration schemes in structural dynamics. In Mechanics Computing in 1990's and Beyond, (pp. 198-202).

Torkamani, M.A.M., & Koubaa, R. (1991). Electronic specification for the earthquake resistance design of the highway bridges in Pennsylvania. (pp. 131-138).

Torkamani, M.A.M., & Lee, H.E. (1989). Model identification of an arch bridge for dynamic analysis. (pp. 1459-1466).

Torkamani, M.A.M., & Alsanusi, S.K. (1988). Elasto-plastic analysis of a plane stress problem using linearized yield surface and mixed hardening rule. In American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP, 141, (pp. 13-36).

Torkamani, M.A.M., & Murad, R.S. (1988). Dynamic response of tall buildings to wind loads. (pp. 396-399).

Torkamani, M.A.M., & Ahmadi, A.K. (1986). STIFFNESS PARAMETERS IDENTIFICATION OF FRAMES. (pp. 527-534).

Torkamani, M.A.M., & Huang, J.T. (1986). CONSIDERATION OF FLOOR FLEXIBILITY IN DYNAMIC ANALYSIS OF HIGH-RISE BUILDINGS. (pp. 835-846).

Torkamani, M.A.M., & Huang, J.T. (1984). DYNAMIC ANALYSIS OF BUILDINGS BY COMPONENT MODE SYNTHESIS. 1, (pp. 435-438).

Torkamani, M.A.M., & Pramono, E. (1984). DYNAMIC RESPONSE OF HIGH-RISE BUILDING SUBJECT TO WIND EXCITATION. 1, (pp. 328-331).

Torkamani, M.A.M., & Pajand, M.R. (1983). ELASTO-PLASTIC ANALYSIS OF MATERIALS WITH UNIAXIAL SYMMETRIC TRESCA YIELD CONDITION AND CYCLIC LOADING. 2, (pp. 738-741).