Tensile behavior of naturally and artificially corroded steel bars YC Ou, YTT Susanto, H Roh Construction and Building Materials 103, 93-104, 2016 | 180 | 2016 |
Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars H Roh, AM Reinhorn Engineering Structures 32 (10), 3394-3403, 2010 | 142 | 2010 |
IDARC2D version 7.0: a program for the inelastic damage analysis of structures AM Reinhorn, H Roh, MV Sivaselvan, SK Kunnath, RE Valles, A.. Madan, ... MCEER, 2009 | 142 | 2009 |
Modeling and seismic response of structures with concrete rocking columns and viscous dampers H Roh, AM Reinhorn Engineering Structures 32 (8), 2096-2107, 2010 | 112 | 2010 |
Nonlinear static analysis of structures with rocking columns H Roh, AM Reinhorn Journal of structural engineering 136 (5), 532-542, 2010 | 88 | 2010 |
Analytical modeling of rocking elements H Roh, AM Reinhorn Engineering Structures 31 (5), 1179-1189, 2009 | 87 | 2009 |
Experimental test and seismic performance of partial precast concrete segmental bridge column with cast-in-place base MK Kim, G Zi, H Roh Engineering Structures 100, 178-188, 2015 | 46 | 2015 |
Seismic behavior of structures using rocking columns and viscous dampers HS Roh State University of New York at Buffalo, 2007 | 39 | 2007 |
Seismic performance of segmental rocking columns connected with NiTi martensitic SMA bars DY Moon, H Roh, GP Cimellaro Advances in Structural Engineering 18 (4), 571-584, 2015 | 36 | 2015 |
Power spread plasticity model for inelastic analysis of reinforced concrete structures H Roh, AM Reinhorn, JS Lee Engineering Structures 39, 148-161, 2012 | 34 | 2012 |
Seismic response of adjacent steel structures connected by passive device H Roh, GP Cimellaro, D Lopez-Garcia Advances in Structural Engineering 14 (3), 499-517, 2011 | 34 | 2011 |
IDARC 2D Version 7.0: A program for the inelastic damage analysis of buildings AM Reinhorn, H Roh, M Sivaselvan, S Kunnath, R Valles, A Madan, C Li, ... Buffalo, New York, 2009 | 32 | 2009 |
New lumped-mass-stick model based on modal characteristics of structures: development and application to a nuclear containment building H Roh, H Lee, JS Lee Earthquake Engineering and Engineering Vibration 12 (2), 307-317, 2013 | 31 | 2013 |
Experimental test and modeling of hollow-core composite insulators H Roh, ND Oliveto, AM Reinhorn Nonlinear Dynamics 69, 1651-1663, 2012 | 31 | 2012 |
Modeling and cyclic behavior of segmental bridge column connected with shape memory alloy bars H Roh, AM Reinhorn, JS Lee Earthquake Engineering and Engineering Vibration 11, 375-389, 2012 | 27 | 2012 |
Effect of yielding level and post-yielding stiffness ratio of ED bars on seismic performance of PT rocking bridge piers H Roh, YC Ou, J Kim, WS Kim Engineering structures 81, 454-463, 2014 | 26 | 2014 |
Seismic performance of concrete columns with innovative seven-and eleven-spiral reinforcement YC Ou, SH Ngo, H Roh, SY Yin, JC Wang, PH Wang ACI Structural Journal 112 (5), 579, 2015 | 22 | 2015 |
Simplified model and seismic response of integrated nuclear containment system based on frequency adaptive lumped-mass stick modeling approach H Lee, YC Ou, H Roh, JS Lee KSCE Journal of Civil Engineering 19, 1757-1766, 2015 | 22 | 2015 |
Seismic fragility evaluation of RC frame structures retrofitted with controlled concrete rocking column and damping technique H Roh, GP Cimellaro Journal of Earthquake Engineering 15 (7), 1069-1082, 2011 | 18 | 2011 |
Shear strength of reinforced concrete columns with five-spiral reinforcement YC Ou, JY Li, H Roh Engineering Structures 233, 111929, 2021 | 17 | 2021 |