Junwon Seo

Research Scientist

Email: jseo@iastate.edu

Qualifications

2006-2009 Ph.D., The Pennsylvania State University, Civil & Environmental Engineering

2004-2006 M.S., The Georgia Institute of Technology,Civil & Environmental Engineering

2001-2003  M.S., Yonsei University, Civil & Environmental Engineering

1998-2001  B.S., Konyang University, Civil Engineering

Publications (selected)

1. Seo, J.-W., Phares, B., Lu P., Wipf T.J., and Dahlberg J. 2012. “Bridge Load Rating Protocol using Ambient Trucks through Structural Health Monitoring System.” Engineering Structures, doi:10.1016/j.engstruct.2012.08.012, Vol. 46, pp. 569-580.
2. Seo, J.-W., Duenas-Osorio, L., Craig, J.I. and Goodno, B.J. 2012. “Metamodel-Based Regional Vulnerability Estimate of Irregular Steel Moment-Frame Structures Subjected to Earthquake Events.” Engineering Structures, doi:10.1016/j.engstruct. 2012.07.003, Vol. 45, pp. 585–597.
3. Seo, J.-W., and Linzell, D.G. 2012. “Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges using 3-D Computational Models.” In press, ASCE Journal of Bridge Engineering doi: 10.1061/(ASCE)BE.1943-5592.0000345.
4. Seo, J.-W., and Linzell, D.G. 2012. “Horizontally Curved Steel Bridges Seismic Vulnerability Assessment.” Engineering Structures doi:10.1016/j.engstruct.2011.09.008, Vol. 34, pp. 21-32.
5. Seo, J.-W., Linzell, D.G., and Rado, Z. 2011. “Examination and Modification to Portable Sign Structure Design Following NCHRP 350 Collision Criteria.” International Journal of Crashworthiness, Vol. 16, No. 2, pp. 111-116.
6. Seo, J.-W., and Linzell, D.G. 2010. “Probabilistic Vulnerability Scenarios for Horizontally Curved, Steel, I-Girder Bridges under Earthquake Loads.” Transportation Research Record: Journal of the Transportation Research Board, Vol. 3, No. 2202, pp. 206-211.
7. Seo, J.-W., Linzell, D.G., and Rado, Z. 2008. “Crash Performance of X-Shaped Support Base Work Zone Temporary Sign Structures.” International Journal of Crashworthiness, Vol. 13, No. 4, pp. 437-450.