Eric Hines
Eric Hines
Professor of Practice, Tufts University
Verified email at
Cited by
Cited by
Wind energy research: State-of-the-art and future research directions
DJ Willis, C Niezrecki, D Kuchma, E Hines, SR Arwade, RJ Barthelmie, ...
Renewable Energy 125, 133-154, 2018
Force-displacement characterization of well-confined bridge piers
EM Hines, JI Restrepo, F Seible
ACI Structural Journal 101 (4), 537-548, 2004
Collapse performance of low-ductility chevron braced steel frames in moderate seismic regions
EM Hines, ME Appel, PJ Cheever
Engineering journal 46 (3), 149, 2009
Full-scale cyclic testing of low-ductility concentrically braced frames
CR Bradley, LA Fahnestock, EM Hines, JG Sizemore
Journal of Structural Engineering 143 (6), 04017029, 2017
Hurricane risk assessment of offshore wind turbines
ST Hallowell, AT Myers, SR Arwade, W Pang, P Rawal, EM Hines, ...
Renewable Energy 125, 234-249, 2018
Anton Tedesko and the introduction of thin shell concrete roofs in the United States
EM Hines, DP Billington
Journal of Structural Engineering 130 (11), 1639-1650, 2004
Prediction and mitigation of building floor vibrations using a blocking floor
M Sanayei, N Zhao, P Maurya, JA Moore, JA Zapfe, EM Hines
Journal of Structural Engineering 138 (10), 1181-1192, 2012
Toward performance-based evaluation for offshore wind turbine jacket support structures
K Wei, SR Arwade, AT Myers, S Hallowell, JF Hajjar, EM Hines, W Pang
Renewable Energy 97, 709-721, 2016
Parametric study of low-ductility concentrically braced frames under cyclic static loading
JG Sizemore, LA Fahnestock, EM Hines, CR Bradley
Journal of Structural Engineering 143 (6), 04017032, 2017
Ground-motion suite selection for eastern North America
EM Hines, LG Baise, SS Swift
Journal of Structural Engineering 137 (3), 358-366, 2011
Seismic performance of hollow rectangular reinforced concrete bridge piers with confined corner elements.
EM Hines
Seismic performance assessment of low-ductility concentrically braced frames
JG Sizemore, LA Fahnestock, EM Hines
Journal of Structural Engineering 145 (4), 04019016, 2019
Web crushing capacity of high-strength concrete structural walls: experimental study
R Burgueño, X Liu, EM Hines
ACI Structural Journal 111 (2), 235, 2014
Design philosophy for steel structures in moderate seismic regions
EM Hines, LA Fahnestock
9th US National and 10th Canadian Conference on Earthquake Engineering, 25-29, 2010
Web crushing capacity of hollow rectangular bridge piers
EM Hines, F Seible
Structural Journal 101 (4), 569-579, 2004
Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly-confined Boundary Elements: Phase I: Flexural Tests, Phase II: Shear Tests
EM Hines, F Seible, MJN Priestley
University of California, San Diego, Department of Structural Engineering, 2002
Experimental behavior of low-ductility brace connection limit states
A Davaran, R Tremblay, T Beland, LA Fahnestock, EM Hines
Structures Congress 2014, 2429-2441, 2014
Cyclic tests of structural walls with highly-confined boundary elements
EM Hines
Department of Structural Engineering, University of California, San Diego, 1999
Ground motion suite selection for Boston, Massachusetts
S Sorabella, LG Baise, EM Hines
Proceedings of the 8th US National Conference on Earthquake Engineering …, 2006
Plastic hinge length of reinforced concrete bridge columns
R Dowell, E Hines
Third National Seismic Conference and Workshop On Bridges and Highways, 323-334, 2002
The system can't perform the operation now. Try again later.
Articles 1–20