Robert L. Taylor
- Assessment of Cap Model: Consistent Return Algorithms and Rate‐Dependent Extension. In: Journal of Engineering Mechanics (ASCE), v. 114, n. 2 (February 1988). (1988):
- Unconditionally stable algorithms for quasi-static elasto/visco-plastic finite element analysis. In: Computers & Structures, v. 8, n. 2 (April 1978). (1978):
- Operator split methods in the numerical solution of the finite deformation elastoplastic dynamic problem. In: Computers & Structures, v. 17, n. 3 (January 1983). (1983):
- A large deformation formulation for shell analysis by the finite element method. In: Computers & Structures, v. 13, n. 1-3 (June 1981). (1981):
- A Newton-Lanczos method for solution of non-linear finite element equations. In: Computers & Structures, v. 16, n. 1-4 (January 1983). (1983):
- Non-linear dynamics of flexible multibody systems. In: Computers & Structures, v. 81, n. 12 (May 2003). (2003):
- A mixed-enhanced strain method. In: Computers & Structures, v. 75, n. 3 (April 2000). (2000):
- A mixed-enhanced strain method. In: Computers & Structures, v. 75, n. 3 (April 2000). (2000):
- Solution of eigenproblems for damped structural systems by the Lanczos algorithm. In: Computers & Structures, v. 30, n. 1-2 (January 1988). (1988):
- A mixed formulation for nonlinear analysis of cable structures. In: Computers & Structures, v. 186 (1 July 2017). (2017):
- Improved numerical dissipation for time integration algorithms in structural dynamics. In: Earthquake Engineering and Structural Dynamics, v. 5, n. 3 (July 1977). (1977):
- Solution of viscously damped linear systems using a set of load-dependent vectors. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 5 (July 1990). (1990):
- Ritz method for dynamic analysis of large discrete linear systems with non-proportional damping. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 6 (August 1990). (1990):