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Giuseppe Lomiento

Giuseppe Lomiento

Professor

Civil Engineering, College of Engineering

Email

glomiento@cpp.edu

Phone number

909.979.5586

Office location

Building 17, Office 2663

Office hours

M | 11:00 AM - 12:00 PM T | 4:30 PM - 5:30 PM W | 11:45 AM - 12:45 PM

Education

Postdoctoral studies, Department of Structural Engineering, University of California, San Diego, CA
Ph.D., Structural Engineering, Sapienza University, Rome, Italy
M.S. (Laurea), summa cum laude, Civil Engineering, Sapienza University, Rome, Italy

Teaching

Mechanics of Materials
Structural Analysis
Structural Design Lab
Structural Testing Lab
Reinforced Concrete Design
Advanced Structural Analysis
Finite Element Modeling
Base Isolation and Energy Dissipation

Selected Publications

  1. Berber F., Lomiento G. (2024) Geotechnical Seismic Isolation of Residential Wood Frame Construction. In Proceedings of the 18th World Conference on Earthquake Engineering, Milan, Italy, June 30-July 5, 2024.
  2. Cattani F., Chavez E., Lomiento G. (2024) Controlled-Buckling Replaceable connection for Mass Timber Moment Resisting Frames. In Proceedings of the 18th World Conference on Earthquake Engineering, Milan, Italy, June 30-July 5, 2024.
  3. Chavez E., Cattani F., Lomiento G. (2024) Ductile Perforated Plate Connections for Heavy Timber Moment- Resisting Frames. In Proceedings of the 18th World Conference on Earthquake Engineering, Milan, Italy, June 30-July 5, 2024.
  4. Lomiento G., Danielian, S. (2024) Seismic Energy Based Design of Isolated Bridges. In Proceedings of the 18th World Conference on Earthquake Engineering, Milan, Italy, June 30-July 5, 2024 (invited speaker).
  5. Gandelli, E., Lomiento, G., Quaglini, V., Strano, S., Terzo, M. and Tordela, C., (2021). Estimation of the instantaneous friction coefficients of sliding isolators subjected to bi-directional orbits through a nonlinear state observer. Engineering Structures, 249, p.113374.
  6. Gandelli, E., Penati, M., Quaglini, V., Lomiento, G., Miglio, E., Benzoni, G. (2019). "A novel OpenSees element for single curved surface sliding isolators." Soil Dynamics and Earthquake Engineering.
  7. Bonessio, N., Benzoni, G., Lomiento, G. (2017). A multi-mode approach for multi-directional damage detection in frame structures. Engineering Structures, 147, 505-516.
  8. Bonessio, N., Arias, A., Lomiento, G., Peters, O. A. (2016). Effect of root canal treatment procedures with a novel rotary nickel titanium instrument (TRUShape) on stress in mandibular molars: a comparative finite element analysis. Odontology, 1-8.
  9. Bonessio, N., Zappi, P., Benzoni, G., Rosing, T. S., Lomiento, G. (2016). Structural Health Monitoring of Bridges via Energy Harvesting Sensor Nodes. The Open Construction and Building Technology Journal, 10(1).
  10. Bonessio, N., Arias, A., Pereira, E., Bahai, M., Buono, V., Lomiento G., Peters O. (2015) “Validated finite element analyses of WaveOne Endodontic Instruments: a comparison between M-Wire and NiTi alloys”, International Endodontic Journal, 48(5), 441-450. DOI: 10.1111/iej.12333.
  11. Benzoni, G., Bonessio, N., Lomiento, G. (2014) “Numerical and Experimental validation of a Structural Health Monitoring technique for Critical Infrastructure” Ingegneria Sismica, International Journal of Earthquake Engineering, 30 (2).
  12. Lomiento, G., Bonessio, N., Benzoni, G., Phillippi, D., Hegemier, G. (2014) “Capacity Assessment of RC V-shaped bridge bents” ASCE Journal of Bridge Engineering, 19(2), 266–280. DOI 1061/(ASCE)BE.1943-5592.0000511.
  13. Lomiento, G., Bonessio, N., Benzoni, G. (2013) “Concave sliding isolator’s performance under multi-directional excitations” Ingegneria Sismica, International Journal of Earthquake Engineering, 30(3), 17-32.
  14. Lomiento, G., Bonessio, N., Benzoni, G. (2013) “Friction model for sliding bearings under seismic excitation” Journal of Earthquake Engineering, 17(8), 1162-1191. DOI: 10.1080/13632469.2013.814611.
  15. Bonessio, N., Lomiento, G., Benzoni, G., (2012). “Damage identification procedure for seismically isolated bridges”, Structural Control and Health Monitoring, 19(5), 565-578. DOI:10.1002/stc448.