Steven C. Lovejoy, Ph.D. - Publications

2006 Oregon State University, Corvallis, OR 
composite materials

0/8 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
Low-probability matches
2015 Keller P, Higgins C, Lovejoy SC. Evaluation of torsional vibrations in steel truss bridge members Journal of Bridge Engineering. 20. DOI: 10.1061/(ASCE)BE.1943-5592.0000688  0.01
2012 Schumacher T, Higgins C, Lovejoy SC. Acoustic emission monitoring of conventionally reinforced concrete highway bridges under service conditions Rilem Bookseries. 6: 847-852. DOI: 10.1007/978-94-007-0723-8_121  0.01
2011 Schumacher T, Higgins CC, Lovejoy SC. Estimating operating load conditions on reinforced concrete highway bridges with b-value analysis from acoustic emission monitoring Structural Health Monitoring. 10: 17-32. DOI: 10.1177/1475921710365424  0.01
2010 Schumacher T, Higgins CC, Lovejoy SC. Detection of vehicles with studded tires using acoustic emission sensors mounted to highway bridges Journal of Transportation Engineering. 136: 480-487. DOI: 10.1061/(ASCE)TE.1943-5436.0000062  0.01
2008 Lovejoy SC. Acoustic emission testing of beams to simulate SHM of vintage reinforced concrete deck girder highway Bridges Structural Health Monitoring. 7: 329-346. DOI: 10.1177/1475921708090567  0.01
2005 Smith RG, Reiter WF, Vitupier G, Lovejoy SC. Nonlinear modeling of flexible cable loads on large sheaves Journal of Bridge Engineering. 10: 5-11. DOI: 10.1061/(ASCE)1084-0702(2005)10:1(5)  0.01
2003 Lovejoy SC. Determining appropriate fatigue inspection intervals for steel bridge members Journal of Bridge Engineering. 8: 66-72. DOI: 10.1061/(ASCE)1084-0702(2003)8:2(66)  0.01
2002 DePiero AH, Paasch RK, Lovejoy SC. Finite-element modeling of bridge deck connection details Journal of Bridge Engineering. 7: 229-235. DOI: 10.1061/(ASCE)1084-0702(2002)7:4(229)  0.01
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