Ronald D. Ziemian
- The Direct Analysis Method: Bridging the Gap from Linear Elastic Analysis to Advanced Analysis in Steel Frame Design. Presented at: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- Simplified Approach Based on the Natural Period of Vibration for Considering Second-Order Effects on Reinforced Concrete Frames. In: International Journal of Structural Stability and Dynamics, v. 18, n. 5 (May 2018). (2018):
- Formulation and validation of minimum brace stiffness for systems of compression members. In: Journal of Constructional Steel Research, v. 129 (February 2017). (2017):
- Three-Dimensional Benchmark Problems for Design by Advanced Analysis: Impact of Twist. In: Journal of Structural Engineering (ASCE), v. 144, n. 12 (December 2018). (2018):
- Inelastic Limit States Design Part II: Three‐Dimensional Frame Study. In: Journal of Structural Engineering (ASCE), v. 118, n. 9 (September 1992). (1992):
- Inelastic Limit States Design. Part I: Planar Frame Studies. In: Journal of Structural Engineering (ASCE), v. 118, n. 9 (September 1992). (1992):
- Exact Tangent Stiffness for Imperfect Beam-Column Members. In: Journal of Structural Engineering (ASCE), v. 127, n. 12 (December 2001). (2001):
- Inelastic Analysis and Design: Frames with Members in Minor-Axis Bending. In: Journal of Structural Engineering (ASCE), v. 123, n. 2 (February 1997). (1997):
- Design by advanced analysis - 3D benchmark problems. In: Steel Construction, v. 11, n. 1 (February 2018). (2018):
- Modified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis. In: Journal of Structural Engineering (ASCE), v. 128, n. 10 (October 2002). (2002):