Dr. Gian A. Rassati

School of Advanced Structures

University of Cincinnati, USA

Associate Professor

Email: gian.rassati@uc.edu

Qualifications

2001  Ph.D., University of Trieste, Italy

1997  M.S., University of Trieste, Italy

Publications (Selected)

1. Sapkota, S., Rassati, G. A., Swanson, J., & Dowswell, B. (2024). Behavior of Extended Single-Plate Shear Connections Subjected to Combined Shear and Compression Forces Using Finite Element Analysis. Engineering Journal, 61(4), 193-216.
2. Nascimbene, R., & Rassati, G. A. (2024). Seismic design and evaluation of elevated steel tanks supported by concentric braced frames. CivilEng, 5(2), 521-536.
3. Bartole, D., Ding, Y., Rassati, G. A., & Swanson, J. (2022, May). FEMA P-695 Verification of Seismic Design Coefficients for Mid-to-High-Rise Hybrid Coupled Core Wall Systems. In International Conference on the Behaviour of Steel Structures in Seismic Areas (pp. 1040-1047). Cham: Springer International Publishing.
4. Swanson, J. A., Rassati, G. A., & Larson, C. M. (2020). Dimensional Tolerances and Length Determination of High-Strength Bolts. Engineering Journal, 57(1), 3-31.
5. Tartaglia, R., D'Aniello, M., & Rassati, G. A. (2019). Proposal of AISC-compliant seismic design criteria for ductile partially-restrained end-plate bolted joints. Journal of Constructional Steel Research, 159, 364-383.
6. Butler, M. A., Swanson, J. A., Rassati, G. A., & Dues, E. F. (2018). High resolution modeling and modeling of connections in Pony-Truss bridges. Transportation Research Record, 2672(41), 186-195.
7. Wijesundara, K. K., Nascimbene, R., & Rassati, G. A. (2018). Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames. Journal of Constructional Steel Research, 150, 452-461.
8. Pettersson, F., Rassati, G. A., Swanson, J. A., & Burns, T. M. (2018). Behavior of Deep, Wide-Flange Steel Beam-Column Members in Seismic Applications. Engineering Journal, 55(2), 77-88.
9. Tartaglia, R., D'Aniello, M., Rassati, G. A., Swanson, J. A., & Landolfo, R. (2018). Full strength extended stiffened end-plate joints: AISC vs recent European design criteria. Engineering Structures, 159, 155-171.
10. Hunn, Z. D., Rassati, G. A., Swanson, J. A., & Burns, T. M. (2018). A finite element study of non-orthogonal bolted flange plate connections for seismic applications. Key Engineering Materials, 763, 525-532.
11. Tartaglia, R., D'Aniello, M., Rassati, G. A., Swanson, J. A., & Landolfo, R. (2018). Influence of composite slab on the nonlinear response of extended end-plate beam-to-column joints. Key Engineering Materials, 763, 818-825.
12. Brunesi, E., Nascimbene, R., & Rassati, G. A. (2018). Seismic fragility analysis of MRFs with PR bolted connections using IDA approach. Key Engineering Materials, 763, 678-685.
13. Surovek, A. E., & Rassati, G. A. (2017, November). Is structural engineering education creating barriers to innovation and creativity. In Proceedings of the 6th Structural Engineers World Congress.
14. Tartaglia, R., D’Aniello, M., Landolfo, R., Rassati, G. A., & Swanson, J. (2017, June). Finite element analyses on seismic response of partial strength extended stiffened joints. In COMPDYN 2017-Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (Vol. 2, pp. 4952-4964). National Technical University of Athens.
15. Brunesi, E., Nascimbene, R., & Rassati, G. A. (2015). Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses. Journal of Constructional Steel Research, 107, 37-49.

Profile Details

https://researchdirectory.uc.edu/p/rassatga

https://scholar.google.com/citations?user=Fjsbq6sAAAAJ&hl=en

https://www.linkedin.com/in/gian-a-rassati-9b108711/