Farhad Daneshjoo        فرهاد دانشجو
Farhad Daneshjoo فرهاد دانشجو
Professor of Civil Engineering Department - Tarbiat Modares University
Verified email at - Homepage
Cited by
Cited by
A new bond-slip model for adhesive in CFRP–steel composite systems
E Dehghani, F Daneshjoo, AA Aghakouchak, N Khaji
Engineering Structures 34, 447-454, 2012
Determination of impact factor for steel railway bridges considering simultaneous effects of vehicle speed and axle distance to span length ratio
SA Hamidi, F Daneshjoo
Engineering Structures 32 (5), 1369-1376, 2010
The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges
M Bayat, F Daneshjoo, N Nistic̣
Earthquake Engineering and Engineering Vibration 16, 165-179, 2017
A method for determining the behaviour factor of moment-resisting steel frames with semi-rigid connections
M Fathi, F Daneshjoo, RE Melchers
Engineering structures 28 (4), 514-531, 2006
A novel proficient and sufficient intensity measure for probabilistic analysis of skewed highway bridges
M Bayat, F Daneshjoo, Nistic̣, Nicola
Structural Engineering and Mechanics 55 (6), 1177-1202, 2015
New damage indices and algorithm based on square time–frequency distribution for damage detection in concrete piers of railroad bridges
HR Ahmadi, F Daneshjoo, N Khaji
Structural Control and Health Monitoring 22 (1), 91-106, 2015
Probabilistic sensitivity analysis of multi-span highway bridges
M Bayat, F Daneshjoo, N Nistic̣
Steel and Composite Structures 19 (1), 237-262, 2015
Higher mode effects on seismic behavior of MDOF steel moment resisting frames
F Daneshjoo, M Gerami
Journal of seismology and earthquake engineering 5 (3), 41-54, 2003
Experimental investigation on hysteretic behavior of rotational friction dampers with new friction materials
M Anoushehei, F Daneshjoo, S Mahboubi, S Khazaeli
Steel and Composite Structures 24 (2), 239-248, 2017
Experimental and theoretical dynamic system identification of damaged RC beams
F Daneshjoo, A Gharighoran
Electronic Journal of Structural Engineering 8, 29-39, 2008
Experimental and numerical study on cable breakage equivalent force in cable-stayed structures consisting of low-relaxation seven-wire steel strands
A Minaei, F Daneshjoo, JM Goicolea
Structures 27, 595-606, 2020
Multiple damage detection in complex bridges based on strain energy extracted from single point measurement
A Arabha Najafabadi, F Daneshjoo, HR Ahmadi
Frontiers of Structural and Civil Engineering 14 (3), 722-730, 2020
Empirical Evaluation of Cyclic Behavior of Rotational Friction Dampers with Different Metal Pads
F Anoushehei, M., Daneshjoo, S Mahboub, MH Hashemi
Scientia Iranica, 2017
Seismic performance of skewed highway bridges using analytical fragility function methodology
M Bayat, F Daneshjoo
Computers and Concrete 16 (5), 723-740, 2015
Seismic evaluation of isolated skewed bridges using fragility function methodology
M Bayat, F Daneshjoo, N Nistico, J Pejovic
Computers and Concrete 20 (4), 419-427, 2017
A harmonic vibration, output only and time-frequency representation based method for damage detection in Concrete piers of complex bridges
HR Ahmadi, F Daneshjoo
International Journal of Civil & Structural Engineering 2 (3), 987-1002, 2012
Fiber element-based nonlinear analysis of concrete bridge piers with consideration of permanent displacement
M Ansari, F Daneshjoo, A Safiey, N Safaeian Hamzehkolaei, M Sorkhou
Structural Engineering & Mechanics 69 (3), 243-255, 2019
Identification of the desired sensor for detecting damage in concrete bridge piers using Modified Matrix Subtraction Method and Tensor Method شناسایی حسگر مطلوب برای تشخیص …
HR Ahmadi, F Daneshjoo
Transportation Engineering 6 (1), 1-20, 2014
Study the Function of Deformation Energy Parametric Assessing Seismic Damages in Steel Frames
M Gerami, F Daaneshjoo
Journal of Earthquake Engineering 6, 45-63, 2010
Use of Ritz method for damage detection of reinforced and post-tensioned concrete beams
A Gharighoran, F Daneshjoo, N Khaji
Construction and Building Materials 23 (6), 2167-2176, 2009
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