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mohsen tehranizadeh
mohsen tehranizadeh
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Title
Cited by
Cited by
Year
Seismic performance of flange plate connections between steel beams and box columns
M Gholami, A Deylami, M Tehranizadeh
Journal of Constructional Steel Research 84, 36-48, 2013
982013
Introduction of stiffened large rectangular openings in steel plate shear walls
SAA Hosseinzadeh, M Tehranizadeh
Journal of Constructional Steel Research 77, 180-192, 2012
952012
Passive energy dissipation device for typical steel frame building in Iran
M Tehranizadeh
Engineering Structures 23 (6), 643-655, 2001
622001
The wall–frame interaction effect in steel plate shear wall systems
SAA Hosseinzadeh, M Tehranizadeh
Journal of Constructional Steel Research 98, 88-99, 2014
502014
Behavioral characteristics of code designed steel plate shear wall systems
SAA Hosseinzadeh, M Tehranizadeh
Journal of Constructional Steel Research 99, 72-84, 2014
492014
Response estimation of reinforced concrete shear walls using artificial neural network and simulated annealing algorithm
MS Barkhordari, M Tehranizadeh
Structures 34, 1155-1168, 2021
302021
A generalized flexibility matrix-based model updating method for damage detection of plane truss and frame structures
L Katebi, M Tehranizadeh, N Mohammadgholibeyki
Journal of Civil Structural Health Monitoring 8, 301-314, 2018
292018
New scalar intensity measure for near-fault ground motions based on the optimal combination of spectral responses
A Yahyaabadi, M Tehranizadeh
Scientia Iranica 18 (6), 1149-1158, 2011
272011
Ground motion selection and scaling in practice
LH Najafi, M Tehranizadeh
Periodica Polytechnica Civil Engineering 59 (2), 233-248, 2015
252015
Performance-based optimization of steel moment resisting frames
M Tehranizadeh, A Moshref
Scientia Iranica 18 (2), 198-204, 2011
242011
Numerical modelling strategy for predicting the response of reinforced concrete walls using Timoshenko theory
MS Barkhordari, M Tehranizadeh, MH Scott
Magazine of Concrete Research 73 (19), 988-1010, 2021
222021
Equation for achieving efficient length of link-beams in eccentrically braced frames and its reliability validation
LH Najafi, M Tehranizadeh
Journal of Constructional Steel Research 130, 53-64, 2017
202017
The optimal TADAS damper placement in moment resisting steel structures based on a cost-benefit analysis
MH Sebt, A Yousefzadeh, M Tehranizadeh
International Journal of Civil Engineering 9 (1), 23-32, 2011
192011
Efficiency of hybrid algorithms for estimating the shear strength of deep reinforced concrete beams
MS Barkhordari, DC Feng, M Tehranizadeh
Periodica Polytechnica Civil Engineering 66 (2), 398-410, 2022
182022
SEISMIC EVALUATION OF STEEL SPECIAL MOMENTRESISTING FRAMES AFFECTED BYPULSE TYPE GROUND MOTIONS
H Movahed, AA MESHKAT, M Tehranizadeh
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) 15 (4), 575-585, 2014
182014
Influence of earthquake source parameters and damping on elastic response spectra for Iranian earthquakes
M Tehranizadeh, F Hamedi
Engineering Structures 24 (7), 933-943, 2002
182002
Ranking passive seismic control systems by their effectiveness in reducing responses of high-Rise buildings with concrete shear walls using multiple-Criteria decision making
MS Barkhordari, M Tehranizadeh
International Journal of Engineering 33 (8), 1479-1490, 2020
172020
Application of artificial intelligence for construction of design spectra
M Tehranizadeh, M Safi
Engineering structures 26 (6), 707-720, 2004
172004
Assessment of the seismic capacity of mainshock-damaged reinforced concrete columns
A Moshref, M Khanmohammadi, M Tehranizadeh
Bulletin of Earthquake Engineering 15, 291-311, 2017
162017
Evaluation of seismic behavior for moment frames and eccentrically braced frames due to near-field ground motions
NL HAJ, M Tehranizadeh
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) 14 (6), 809-830, 2013
162013
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