Contact Information |
| Department Head Office |
| Phone: 979.845.2438 |
| Fax: 979.845.6156 |
| |
Send an e-mail to
Dr. Rosowsky |
| |
To schedule an appointment with
Dr. Rosowsky, please contact
Ms. Lona Houston-Warren: |
| Phone: 979.845.7435 |
| E-mail: lhouston@civil.tamu.edu |
| |
| |
| |
| |
| |
| |
| |
|
Selected Recent Publications
Dr. Rosowsky has authored or co-authored more than 100 refereed journal papers and more than 100 conference papers. He has also authored two book chapters on structural reliability.
- Bulleit, W., Pang, W.C. and Rosowsky, D.V. (2005), “Modeling Wood Walls Subjected to Combined Transverse and Axial Loads,” ASCE Journal of Structural Engineering, 131(5):781-793.
- Rosowsky, D.V., Gromala, D. and Line, P. (2005), “Reliability-Based Code Calibration for Design of Wood Members Using Load and Resistance Factor Design,” ASCE Journal of Structural Engineering, 131(2):338-344.
- Jain, V.K., V., Davidson, R. and Rosowsky, D. (2005), “Modeling Changes in Hurricane Risk Over Time,” Natural Hazards Review, 6(2):88-96.
- Liu, H., Davidson, R.A., Rosowsky, D.V. and Stedinger, J.R. (2005), “Negative Binomial Regression of Electric Power Outages in Hurricanes,” ASCE Journal of Infrastructure Systems, 11(4):258-267.
- Kim, J.H. and Rosowsky, D.V. (2005), “Fragility Analysis for Performance-Based Seismic Design of Engineered Wood Shearwalls,” ASCE Journal of Structural Engineering, 131(11):1764-1773.
- Lee, K.H. and Rosowsky, D.V. (2005), “Fragility Assessment for Roof Sheathing Failure in High Wind Regions,” Engineering Structures, 27:857-868.
- Lee, K.H. and Rosowsky, D.V. (2005), “Site-Specific Snow Load Models and Hazard Curves for Probabilistic Design,” Natural Hazards Review, 6(3):109-120.
- Kim, J.H., Kent, S.M. and Rosowsky, D.V. (2006), “The Effect of Biological Deterioration on the Seismic Performance of Woodframe Shearwalls,” Computer-Aided Civil and Infrastructure Engineering, 21(3):205-215.
- Lee, K.H. and Rosowsky, D.V. (2006), “Fragility Analysis of Woodframe Buildings Considering Combined Snow and Earthquake Loading,” Structural Safety, 28(3):289-303.
| |