| State of the art: Seismic behavior of wood-frame residential structures WJ Kirkham, R Gupta, TH Miller Journal of Structural Engineering 140 (4), 04013097, 2014 | 65 | 2014 |
| Examination of AISC LRFD shear lag design provisions WJ Kirkham, TH Miller Engineering Journal 37 (3), 83-98, 2000 | 21 | 2000 |
| Effects of roof pitch and gypsum ceilings on the behavior of wood roof diaphragms WJ Kirkham, R Gupta, TH Miller Journal of Performance of Constructed Facilities 29 (1), 04014039, 2015 | 5 | 2015 |
| Reducing construction defects and design errors in timber buildings WJ Kirkham Structures Congress 2018, 262-270, 2018 | 3 | 2018 |
| Case Study: Four Story Assisted Living Facility Alleges Unacceptable Design and Construction Defects; What Can We Learn? WJ Kirkham Structures Congress 2015, 616-626, 2015 | 3 | 2015 |
| Examining tornado vulnerability in Kansas with recent findings from an EF4 tornado EJ Sutley, JH Kim, WJ Kirkham, RD Lequesne Natural Hazards Review 22 (3), 04021021, 2021 | 2 | 2021 |
| How Levels of Fabrication Precision Can Lead to Improved Quality in Light Frame Wood Construction WJ Kirkham Structures Congress 2019, 66-73, 2019 | 1 | 2019 |
| Practical Analysis for Horizontal Diaphragm Design of Wood-Frame Single-Family Dwellings WJ Kirkham, TH Miller, R Gupta Practice Periodical on Structural Design and Construction 21 (1), 04015005, 2016 | 1 | 2016 |
| Examination of lateral stiffness and strength of pitched residential roof diaphragms with implications for seismic design. WJ Kirkham | 1 | 2013 |
| The Statistical History of US Tornadoes WJ Kirkham Structures Congress 2022, 413-425, 0 | | |
Thomas H. MillerAssociate Professor; School of Civil and Construction Engineering, Oregon State UniversityVerified email at oregonstate.edu