Larry A. Fahnestock, Ph.D.

Affiliations: 
2006 Lehigh University, Bethlehem, PA, United States 
Area:
Civil Engineering
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"Larry Fahnestock"

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Richard Sause grad student 2006 Lehigh University
 (Analytical and large-scale experimental studies of earthquake -resistant buckling -restrained braced frame systems.)
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Publications

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Béland T, Tremblay R, Hines EM, et al. (2020) Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections Journal of Structural Engineering-Asce. 146: 4020164
Béland T, Bradley CR, Nelson J, et al. (2020) Experimental Parametric Characterization of Bolted Angle Connection Behavior Journal of Structural Engineering-Asce. 146: 4020160
Béland T, Tremblay R, Hines EM, et al. (2020) Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing Journal of Structural Engineering-Asce. 146: 4020111
Luo J, Fahnestock LA, LaFave JM. (2019) Seismic Performance Assessment of Quasi-Isolated Highway Bridges with Seat-Type Abutments Journal of Earthquake Engineering. 1-40
Kozak DL, Luo J, Olson SM, et al. (2019) Modification of Ground Motions for Use in Central North America Journal of Earthquake Engineering. 23: 1385-1406
Sizemore JG, Fahnestock LA, Hines EM. (2019) Seismic Performance Assessment of Low-Ductility Concentrically Braced Frames Journal of Structural Engineering-Asce. 145: 4019016
Wierschem NE, Luo J, Wilcoski J, et al. (2019) Simulating offset blast loads experimentally using shake‐table‐generated ground motions: Method development and validation Structural Control and Health Monitoring. 27
Zaruma SR, Fahnestock LA. (2018) Seismic Stability of Buckling-Restrained Braced Frames Key Engineering Materials. 763: 924-931
Béland T, Tremblay R, Sizemore J, et al. (2018) Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing Key Engineering Materials. 763: 475-484
Steelman JS, Fahnestock LA, Hajjar JF, et al. (2018) Cyclic Experimental Behavior of Nonseismic Elastomeric Bearings with Stiffened Angle Side Retainer Fuses for Quasi-Isolated Seismic Bridge Response Journal of Bridge Engineering. 23: 4017120
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