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Hamid Beiraghi
Hamid Beiraghi
PhD., PE., Prof. (Assoc.) Civil Eng., Azad University, Iran
Verified email at msh-iau.ac.ir
Title
Cited by
Cited by
Year
Forward directivity near‐fault and far‐fault ground motion effects on the behavior of reinforced concrete wall tall buildings with one and more plastic hinges
H Beiraghi, A Kheyroddin, MA Kafi
The Structural Design of Tall and Special Buildings 25 (11), 519-539, 2016
392016
Seismic assessment of RC core‐wall building capable of three plastic hinges with outrigger
H Beiraghi, N Siahpolo
The Structural Design of Tall and Special Buildings 26 (2), e1306, 2017
382017
Earthquake effects on the energy demand of tall reinforced concrete walls with buckling-restrained brace outriggers
H Beiraghi
Structural Engineering and Mechanics, An Int'l Journal 63 (4), 521-536, 2017
282017
Near-fault ground motion effects on the responses of tall reinforced concrete walls with buckling-restrained brace outriggers
H Beiraghi
Scientia Iranica 25 (4), 1987-1999, 2018
252018
Nonlinear fiber element analysis of a reinforced concrete shear wall subjected to earthquake records
H Beiraghi, A Kheyroddin, MA Kafi
Iranian Journal of Science and Technology Transactions of Civil Engineering …, 2015
242015
Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to near-fault earthquake
H Beiraghi
Steel and Composite Structures, 2018
202018
Energy dissipation of tall core‐wall structures with multi‐plastic hinges subjected to forward directivity near‐fault and far‐fault earthquakes
H Beiraghi, A Kheyroddin, MA Kafi
The Structural Design of Tall and Special Buildings 25 (15), 801-820, 2016
202016
Energy Dissipation of Reinforced Concrete Wall Combined with Buckling-Restrained Braces Subjected to Near- and Far-Fault Earthquakes
H Beiraghi
Iran J Sci Technol Trans Civ Eng, 2018
162018
Dual‐steel frame consisting of moment‐resisting frame and shape memory alloy braces subjected to near‐field earthquakes
H Beiraghi, H Zhou
The Structural Design of Tall and Special Buildings 29 (14), e1784, 2020
152020
Seismic response of dual structures comprised by Buckling-Restrained Braces (BRB) and RC walls
H Beiraghi
Structural Engineering and Mechanics 72 (4), 443-454, 2019
152019
Earthquake effect on the concrete walls with shape memory alloy reinforcement
H Beiraghi
Smart Structures and Systems 24 (4), 491-506, 2019
142019
Reinforced concrete core-walls connected by a bridge with buckling restrained braces subjected to seismic loads
H Beiraghi
Earthquakes and Structures 15 (2), 203-214, 2018
142018
Effect of record scaling on the behavior of reinforced concrete core-wall buildings subjected to near-fault and far-fault earthquakes
H Beiraghi, A Kheyroddin, K Fi
Scientia Iranica 24 (3), 884-899, 2017
142017
Fragility assessment of shear walls coupled with buckling restrained braces subjected to near-field earthquakes
H Beiraghi
Steel and Composite Structures 33 (3), 389-402, 2019
122019
Fundamental period of masonry infilled moment‐resisting steel frame buildings
H Beiraghi
The Structural Design of Tall and Special Buildings 26 (5), e1342, 2017
112017
Optimum location of second outrigger in RC core walls subjected to NF earthquakes
H Beiraghi, M Hedayati
Steel and Composite Structures, An International Journal 38 (6), 671-690, 2021
102021
INCREMENTAL DYNAMIC ANALYSIS OF COUPLED TALL REINFORCED CONCRETE WALLS SUBJECTED TO FAR-FIELD AND NEAR-FIELD EARTHQUAKES
H Beiraghi
Ingegneria Sismica 37 (3), 1-26, 2020
72020
Collapse Simulation and response assessment of a large cooling tower subjected to strong earthquake ground motions
T Huang, H Zhou, H Beiraghi
Computer Modeling in Engineering & Sciences 123 (2), 691-715, 2020
52020
Wind-induced response of half-storey outrigger brace system in tall buildings
A Kheyroddin, H Beiraghi
Current Science, 855-861, 2017
52017
Behavior of reinforced concrete frames retrofitted by different configurations of concentric steel braces
H Beiraghi, A Kheyroddi, Z Falaki Nafechi
Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2022
42022
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