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Omid Bahar
Omid Bahar
Faculty of Structural Engineering Research Center, IIEES
Verified email at iiees.ac.ir
Title
Cited by
Cited by
Year
Instantaneous optimal Wilson-θ control method
O Bahar, MR Banan, M Mahzoon, Y Kitagawa
Journal of engineering mechanics 129 (11), 1268-1276, 2003
312003
Enhanced Hilbert–Huang transform and its application to modal identification
O Bahar, S Ramezani
The Structural Design of Tall and Special Buildings 23 (4), 239-253, 2014
202014
Hybrid coupled building control for similar adjacent buildings
F Fathi, O Bahar
KSCE Journal of Civil Engineering 21, 265-273, 2017
192017
Online nonlinear structural damage detection using Hilbert Huang transform and artificial neural networks
SM Vazirizade, A Bakhshi, O Bahar
Scientia Iranica 26 (3), 1266-1279, 2019
182019
Discrete instantaneous optimal control method
O Bahar, MR BANAN, M MAHZOUN, Y Kitagawa
IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 28 (1), 9-20, 2004
152004
Investigation of the LS level hysteretic damping capacity of steel MR frames’ needs for the direct displacement-based design method
RE Abadi, O Bahar
KSCE Journal of Civil Engineering 22, 1304-1315, 2018
122018
Faster time integration analysis for building structures subjected to 3-component earthquakes
O Bahar, S Ramezani
Proce. of the 3rd ECCOMAS Thematic Conference on Computational Methods in …, 2011
122011
Modal parameter identification using ambient vibration testing with introducing a new software
J Yadegari, O Bahar
Journal of Civil and Surveying Engineering 44 (1), 2010
122010
Damage detection in a 3D wind turbine tower by using extensive multilevel 2D wavelet decomposition and heat map, including soil-structure interaction
MM Motlagh, A Bahar, O Bahar
Structures 31, 842-861, 2021
92021
Assessment of behavior of two-shelled domes in Iranian traditional architecture: the Charbaq School, Isfahan, Iran
M Ghasempourabadi, VRM Arani, O Bahar, M Mahdavinejad
WIT Transactions on Ecology and the Environment 155, 1223-1233, 2012
82012
Nonlinear dynamic behavior of RC buildings against accelerograms with partial compatible spectrum
O Bahar, A Taherpour
14th World Conference on Earthquake Engineering., Beijing, China, 12-17, 2008
82008
Damage detection in continuous deck bridges using statistical cross-correlation function method
MJ Khosraviani, O Bahar, SH Ghasemi
Amirkabir Journal of Civil Engineering, 2020
72020
Dynamic identification of soil-structure system designed by direct displacement-based method for different site conditions
V Mahmoudabadi, O Bahar, MK Jafari, A Safiey
Structural Engineering and Mechanics 71 (4), 2019
72019
Studying the Behavior of a Building Controlled by Active Mass Dampers/Drivers During an Earthquake with Introducing Two New Instantaneous Optimal Control Algorithms
O Bahar
PhD Thesis, Shiraz University, Shiraz, Iran, 2001
72001
Improvements in the direct displacement-based design procedure for mid-rise steel MRFs equipped with viscous dampers
SB Alehojjat, O Bahar, M Yakhchalian
Structures 34, 1636-1650, 2021
62021
Seismic Evaluation of Regular MR Steel Frames Designed by Direct Displacement Based Method
O Bahar, F Gozasht
Bulletin of Earthquake Science and Engineering 2 (2), 47-62, 2015
62015
Structural damage identification for elements and connections using an improved genetic algorithm
M Ramezani, O Bahar
Smart Structures and Systems 28 (5), 643-660, 2021
52021
Global and local damage detection in continuous bridge decks using instantaneous amplitude energy and cross-correlation function methods
MJ Khosraviani, O Bahar, SH Ghasemi
KSCE Journal of Civil Engineering 25 (2), 603-620, 2021
52021
Improving the parameters of directly displacement-based design in steel moment resisting frames
R Esmaeilabadi, O Bahar
Bulletin of Earthquake Science and Engineering, International Institute of …, 2016
52016
Selection of artificial spectrum compatible accelerograms for nonlinear dynamic analysis of rc buildings
O Bahar, A Taherpour
The 14th World Conference on Earthquake Engineering, 12-17, 2008
52008
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