Gokhan Pekcan
Gokhan Pekcan
Verified email at unr.edu
Cited by
Cited by
The effects of engineering modules on student learning in middle school science classrooms
P Cantrell, G Pekcan, A Itani, N Velasquez‐Bryant
Journal of Engineering Education 95 (4), 301-309, 2006
Fundamental considerations for the design of non‐linear viscous dampers
G Pekcan, JB Mander, SS Chen
Earthquake engineering & structural dynamics 28 (11), 1405-1425, 1999
Performance of nonstructural components during the 27 February 2010 Chile earthquake
E Miranda, G Mosqueda, R Retamales, G Pekcan
Earthquake Spectra 28 (S1), S453-S471, 2012
Rocking wall–frame structures with supplemental tendon systems
JJ Ajrab, G Pekcan, JB Mander
Journal of Structural Engineering 130 (6), 895-903, 2004
The seismic response of a 1: 3 scale model RC structure with elastomeric spring dampers
G Pekcan, JB Mander, SS Chen
Earthquake spectra 11 (2), 249-267, 1995
Low-cycle fatigue behavior of semi-rigid top-and-seat angle connections
JB Mander, SS Chen, G Pekcan
AISC Engineering Journal 31 (3), 111-122, 1994
Seismic response of skewed RC box-girder bridges
A Abdel-Mohti, G Pekcan
Earthquake Engineering and Engineering Vibration 7 (4), 415-426, 2008
Vibration‐based structural condition assessment using convolution neural networks
H Khodabandehlou, G Pekcan, MS Fadali
Structural Control and Health Monitoring 26 (2), e2308, 2019
Floor accelerations in yielding special moment resisting frame structures
J Wieser, G Pekcan, AE Zaghi, A Itani, M Maragakis
Earthquake Spectra 29 (3), 987-1002, 2013
Balancing lateral loads using tendon-based supplemental damping system
G Pekcan, JB Mander, SS Chen
Journal of structural engineering 126 (8), 896-905, 2000
Experiments on steel MRF building with supplemental tendon system
G Pekcan, JB Mander, SS Chen
Journal of structural engineering 126 (4), 437-444, 2000
Low-cycle variable amplitude fatigue modeling of top-and-seat angle connections
JB Mander, G Pekcan, SS Chen
Engineering Journal 32 (2), 54-62, 1995
Assessment of seismic performance of skew reinforced concrete box girder bridges
A Abdel-Mohti, G Pekcan
International Journal of Advanced structural engineering 5 (1), 1, 2013
Design and retrofit methodology for building structures with supplemental energy dissipating systems
G Pekcan, JB Mander, SS Chen
Multidisciplinary Center for Earthquake Engineering Research, 1999
Damage avoidance design of special truss moment frames with energy dissipating devices
G Pekcan, C Linke, A Itani
Journal of Constructional Steel Research 65 (6), 1374-1384, 2009
Structural health monitoring using extremely compressed data through deep learning
M Azimi, G Pekcan
Computer‐Aided Civil and Infrastructure Engineering 35 (6), 597-614, 2020
Analytical fragility functions for horizontally curved steel I-girder highway bridges
E AmiriHormozaki, G Pekcan, A Itani
Earthquake Spectra 31 (4), 2235-2254, 2015
Enhancing seismic resilience using truss girder frame systems with supplemental devices
G Pekcan, AM Itani, C Linke
Journal of Constructional Steel Research 94, 23-32, 2014
Design of seismic energy dissipation systems for concrete and steel structures
G Pekcan
Ph. D. Dissertation, University at Buffalo, State University of New York …, 1998
Analytical modeling of horizontally curved steel girder highway bridges for seismic analysis
E Amirihormozaki, G Pekcan, A Itani
Journal of Earthquake Engineering 19 (2), 220-248, 2015
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