Larry Fahnestock
Larry Fahnestock
Professor, Civil & Environmental Engineering, University of Illinois Urbana-Champaign
Verified email at - Homepage
Cited by
Cited by
Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace
DJ Miller, LA Fahnestock, MR Eatherton
Engineering Structures 40, 288-298, 2012
Experimental evaluation of a large-scale buckling-restrained braced frame
LA Fahnestock, JM Ricles, R Sause
Journal of structural engineering 133 (9), 1205-1214, 2007
Seismic response and performance of buckling-restrained braced frames
LA Fahnestock, R Sause, JM Ricles
Journal of Structural Engineering 133 (9), 1195-1204, 2007
Evaluation of buckling-restrained braced frame seismic performance considering reserve strength
C Ariyaratana, LA Fahnestock
Engineering Structures 33 (1), 77-89, 2011
Computational study of self‐centering buckling‐restrained braced frame seismic performance
MR Eatherton, LA Fahnestock, DJ Miller
Earthquake engineering & structural dynamics 43 (13), 1897-1914, 2014
Shear and friction response of nonseismic laminated elastomeric bridge bearings subject to seismic demands
JS Steelman, LA Fahnestock, ET Filipov, JM LaFave, JF Hajjar, DA Foutch
Journal of Bridge Engineering 18 (7), 612-623, 2013
Passive damping enhancement of a two-degree-of-freedom system through a strongly nonlinear two-degree-of-freedom attachment
NE Wierschem, DD Quinn, SA Hubbard, MA Al-Shudeifat, DM McFarland, ...
Journal of Sound and Vibration 331 (25), 5393-5407, 2012
Ductility demands on buckling-restrained braced frames under earthquake loading
LA Fahnestock, R Sause, JM Ricles, LW Lu
Earthquake Engineering and Engineering Vibration 2, 255-268, 2003
Large-scale experimental evaluation and numerical simulation of a system of nonlinear energy sinks for seismic mitigation
J Luo, NE Wierschem, SA Hubbard, LA Fahnestock, DD Quinn, ...
Engineering Structures 77, 34-48, 2014
Experimental cyclic behavior and constitutive modeling of low yield point steels
M Wang, LA Fahnestock, F Qian, W Yang
Construction and Building Materials 131, 696-712, 2017
Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models
ET Filipov, LA Fahnestock, JS Steelman, JF Hajjar, JM LaFave, DA Foutch
Engineering Structures 49, 168-181, 2013
Buckling-restrained braced frame connection performance
VR Wigle, LA Fahnestock
Journal of Constructional Steel Research 66 (1), 65-74, 2010
Experimental behavior of a half-scale steel concrete composite floor system subjected to column removal scenarios
ES Johnson, JE Meissner, LA Fahnestock
Journal of Structural Engineering 142 (2), 04015133, 2016
Response attenuation in a large-scale structure subjected to blast excitation utilizing a system of essentially nonlinear vibration absorbers
NE Wierschem, SA Hubbard, J Luo, LA Fahnestock, BF Spencer, ...
Journal of Sound and Vibration 389, 52-72, 2017
Seismic design of steel buckling-restrained braced frames
RA Kersting, LA Fahnestock, WA López
NIST GCR, 15-917, 2015
Cyclic flexural testing of concentrically braced frame beam-column connections
CD Stoakes, LA Fahnestock
Journal of Structural Engineering 137 (7), 739-747, 2011
Experimental testing and numerical simulation of a six-story structure incorporating two-degree-of-freedom nonlinear energy sink
NE Wierschem, J Luo, M Al-Shudeifat, S Hubbard, R Ott, LA Fahnestock, ...
Journal of Structural Engineering 140 (6), 04014027, 2014
Seismic performance of highway bridges with fusing bearing components for quasi‐isolation
ET Filipov, JR Revell, LA Fahnestock, JM LaFave, JF Hajjar, DA Foutch, ...
Earthquake Engineering & Structural Dynamics 42 (9), 1375-1394, 2013
Performance of medium-to-high rise reinforced concrete frame buildings with masonry infill in the 2015 Gorkha, Nepal, earthquake
AR Barbosa, LA Fahnestock, DR Fick, D Gautam, R Soti, R Wood, ...
Earthquake Spectra 33 (1_suppl), 197-218, 2017
Self-centering buckling-restrained braces for advanced seismic performance
DJ Miller, LA Fahnestock, MR Eatherton
Structures Congress 2011, 960-970, 2011
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