| Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions MT Stephens, DE Lehman, CW Roeder Engineering Structures 122, 323-337, 2016 | 47 | 2016 |
| Response of instrumented buildings under the 2016 Kaikoura earthquake. R Chandramohan, LM Wotherspoon, B Bradley, M Nayyerloo, SR Uma, ... New Zealand Society for Earthquake Engineering, 2017 | 39 | 2017 |
| Seismic performance modeling of concrete-filled steel tube bridges: Tools and case study MT Stephens, DE Lehman, CW Roeder Engineering Structures 165, 88-105, 2018 | 37 | 2018 |
| Seismic CFST column-to-precast cap beam connections for accelerated bridge construction MT Stephens, LM Berg, DE Lehman, CW Roeder Journal of Structural Engineering 142 (9), 04016049, 2016 | 35 | 2016 |
| Inelastic response prediction of CFST columns and connections subjected to lateral loading H Zhu, MT Stephens, CW Roeder, DE Lehman Journal of Constructional Steel Research 132, 130-140, 2017 | 30 | 2017 |
| Concrete-filled steel tubes for accelerated bridge construction CW Roeder, DE Lehman, M Stephens Transportation Research Record 2406 (1), 49-58, 2014 | 20 | 2014 |
| End web stiffeners for connecting ductile replaceable links MT Stephens, P Dusicka, G Lewis Journal of Constructional Steel Research 150, 405-414, 2018 | 19 | 2018 |
| A detailed inventory of medium to high-rise buildings in Wellington's central business district A Puranam, O Filippova, J Pastor-Paz, M Stephens, KJ Elwood, N Ismail, ... Bulletin of the New Zealand Society for Earthquake Engineering 52 (4), 172-192, 2019 | 18 | 2019 |
| Testing DE Lehman, DE Holder, MT Stephens | 16 | 2018 |
| Developing Corridor-Level Truck Travel Time Estimates and Other Freight Performance Measures from Archived ITS Data CM Monsere, M Wolfe, H Alawakiel, MT Stephens | 16 | 2009 |
| Concrete filled steel tubes for bridge pier and foundation construction CW Roeder, MT Stephens, DE Lehman International Journal of Steel Structures 18, 39-49, 2018 | 15 | 2018 |
| Concrete-filled tube bridge pier connections for accelerated bridge construction MT Stephens, DE Lehman, CW Roeder | 13 | 2015 |
| Continuously stiffened composite web shear links: Tests and numerical model validation M Stephens, P Dusicka Journal of Structural Engineering 140 (7), 04014040, 2014 | 13 | 2014 |
| The estimated carbon cost of concrete building demolitions following the Canterbury earthquake sequence RE Gonzalez, MT Stephens, C Toma, D Dowdell Earthquake Spectra 38 (3), 1615-1635, 2022 | 11 | 2022 |
| Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System MT Stephens Portland State University, 2011 | 10 | 2011 |
| Post-earthquake demolition in Christchurch, New Zealand: A case-study towards incorporating environmental impacts in demolition decisions RE Gonzalez, MT Stephens, C Toma, KJ Elwood, D Dowdell Advances in Assessment and Modeling of Earthquake Loss, 47-64, 2021 | 8 | 2021 |
| Earthquake early warning systems based on low-cost ground motion sensors: A systematic literature review C Chandrakumar, R Prasanna, M Stephens, ML Tan Frontiers in Sensors 3, 1020202, 2022 | 7 | 2022 |
| Design expressions and dynamic evaluation of CFST bridges subjected to seismic hazards MT Stephens | 7 | 2016 |
| Steel bridge corrosion prevention and mitigation strategies: Literature review MT Stephens, B Gleeson, J Mash, B Li University of Pittsburgh. Swanson school of engineering. Civil …, 2019 | 6 | 2019 |
| Extending the use of archived ITS data as a potential management tool to evaluate traveler information on Dynamic Message Signs P Chavan, K Tufte, CM Monsere, M Stephens, RL Bertini Proceedings of the 87th Transportation Research Board Annual Meeting (CDROM), 2008 | 6 | 2008 |
Dawn E LehmanProfessor of Civil Engineering, University of WashingtonEmail verificata su uw.edu
