Scott A. Civjan

Civil Engineering University of Massachusetts, Amherst, Amherst, MA 
Civil Engineering
"Scott Civjan"
BETA: Related publications


You can help our author matching system! If you notice any publications incorrectly attributed to this author, please sign in and mark matches as correct or incorrect.

Quinn BH, Civjan SA. (2016) Assessment of bridge joint performance in the northeastern states Transportation Research Record. 2550: 46-53
Breña SF, Jeffrey AE, Civjan SA. (2013) Evaluation of a noncomposite steel girder bridge through live-load field testing Journal of Bridge Engineering. 18: 690-699
Civjan SA, Kalayci E, Quinn BH, et al. (2013) Observed integral abutment bridge substructure response Engineering Structures. 56: 1177-1191
Kalayci E, Civjan SA, Breña SF. (2012) Parametric study on the thermal response of curved integral abutment bridges Engineering Structures. 43: 129-138
Danai K, Civjan SA, Styckiewicz MM. (2012) Direct method of damage localization for civil structures via shape comparison of dynamic response measurements Computers and Structures. 92: 297-307
Kalayci E, Civjan SA, Brena SF, et al. (2011) Load testing and modeling of two integral abutment bridges in Vermont, US Structural Engineering International: Journal of the International Association For Bridge and Structural Engineering (Iabse). 21: 181-188
Civjan SA, Mitchell MJ, Mann R. (2011) Terrazzo design: Avoiding stress-related deterioration and cracking Journal of Performance of Constructed Facilities. 25: 514-521
Civjan SA, Mitchell MJ, Fortin D, et al. (2011) Deterioration of terrazzo Journal of Architectural Engineering. 17: 51-58
Kalayci E, Breña SF, Civjan SA. (2009) Curved integral abutment bridges - thermal response predictions through finite element analysis Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 213-222
Breña SF, Bonczar CH, Civjan SA, et al. (2007) Evaluation of seasonal and yearly behavior of an integral abutment bridge Journal of Bridge Engineering. 12: 296-305
See more...