Hwasung Roh
Hwasung Roh
Jeonbuk National University (written as "Chonbuk" Natl. Univ. until 2019 yr)
Adresse e-mail validée de jbnu.ac.kr
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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
Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars
H Roh, AM Reinhorn
Engineering Structures 32 (10), 3394-3403, 2010
Modeling and seismic response of structures with concrete rocking columns and viscous dampers
H Roh, AM Reinhorn
Engineering Structures 32 (8), 2096-2107, 2010
Tensile behavior of naturally and artificially corroded steel bars
YC Ou, YTT Susanto, H Roh
Construction and Building Materials 103, 93-104, 2016
Nonlinear static analysis of structures with rocking columns
H Roh, AM Reinhorn
Journal of structural engineering 136 (5), 532-542, 2010
Analytical modeling of rocking elements
H Roh, AM Reinhorn
Engineering Structures 31 (5), 1179-1189, 2009
Seismic behavior of structures using rocking columns and viscous dampers
HS Roh
State University of New York at Buffalo, 2007
Power spread plasticity model for inelastic analysis of reinforced concrete structures
H Roh, AM Reinhorn, JS Lee
Engineering Structures 39, 148-161, 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
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, ...
Technical Rep. MCEER-09-0006, Multidisciplinary Center for Earthquake …, 2009
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
Experimental test and modeling of hollow-core composite insulators
H Roh, ND Oliveto, AM Reinhorn
Nonlinear Dynamics 69 (4), 1651-1663, 2012
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
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
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 (3), 375-389, 2012
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 (6), 1757-1766, 2015
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
Modeling and seismic performance evaluation of high voltage transformers and bushings
AM Reinhorn, K Oikonomou, H Roh, A Schiff, Kempner, Jr.(Leon)
MCEER, 2011
Spectral and fragility evaluations of retrofitted structures through strength reduction and enhanced damping
GP Cimellaro, H Roh, A De Stefano
Earthquake Engineering and Engineering Vibration 8 (1), 115-125, 2009
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), 2015
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