| YEAR |
TITLE |
| 2023 |
Damage identification of multi span bridges using a novel
damage index based on a new algorithm for prediction of
healthy state displacement
S Roustazadeh, F Daneshjoo
International Journal of Structural Stability and Dynamics
|
| 2022 |
Probabilistic evaluation and development of seismic fragility
curves of high-rise structures by presenting a suitable
method for selecting the most optimum probability …
M Saadat Asfeh, F Daneshjoo
Modares Civil Engineering journal 22 (2), 245-260
|
| 2022 |
Introduction of a new elliptical damper for seismic energy
dissipation of civil structures
E Mirzaei, F Daneshjoo
Sharif Journal of Civil Engineering 37 (4.2), 39-50
|
| 2021 |
Effects of using FRP on damage index, seismic performance
levels and ductility of circular column bridge decks using
IDA and NSP analyses
F Daneshjoo, E Bagheri
Journal of Civil and Environmental Engineering
|
| 2020 |
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 |
Impact of insulation and building management systems on
reducing energy consumption and Energy analysis of residential
buildings
S Kazemi Pouran Badr, F Daneshjoo, A Maasoumy Haghighi,
...
Journal of Structural and Construction Engineering 7
(2), 5-23
|
| 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, 722-730
|
| 2019 |
Energy Life Cycle Analysis of a Residential Building with
the Help of BIM in Different Climates of Iran
SKP Badr, AM Haghighi, F Daneshjoo, MA Shayanfar4
Journal of Rehabilitation in Civil Engineering 7 (1),
83-100
|
| 2019 |
Effects of fling step and forward directivity of near field
earthquakes on seismic behavior and collapse preventation
point (CP) of high-rise EBF steel moment frames using IDA
…
H Parsian, F Daneshjoo
Modares Civil Engineering Journal 19 (14), 17-28
|
| 2019 |
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
|
| 2017 |
A novel index for damage detection of deck and dynamic behavior
of horizontally curved bridges under moving load
AA Najafabadi, F Daneshjoo, M Bayat
Journal of Vibroengineering 19 (7), 5421-5433
|
| 2017 |
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 |
Empirical Evaluation of Cyclic Behavior of Rotational Friction
Dampers with Different Metal Pads
F Anoushehei, M., Daneshjoo, S Mahboub, MH Hashemi
Scientia Iranica
|
| 2017 |
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 |
On Estimation of Seismic Residual Displacements in Reinforced
Concrete Single-Column Bridges Through Force–Displacement
Method
M Ansari, F Daneshjoo, MS Mohammadi
International Journal of Civil Engineering 15, 473-486
|
| 2017 |
The effect of different intensity measures and earthquake
directions on the seismic assessment of skewed highway bridges
M Bayat, F Daneshjoo, N Nisticò
Earthquake Engineering and Engineering Vibration 16,
165-179
|
| 2016 |
The Assessment of Seismic Residual Displacement of Concrete
One Column Bent Bridges with Forced-Based Fiber Elements
M Ansari, F Daneshjo, M Soltani-mohamadi
Journal of Transportation Research 13 (1), 34-52
|
| 2016 |
Effects of Near-Fault and Far-Fault Vertical Ground Motions
on three span railway bridges
M Feddah, H Moharrami, F Daneshjoo
Modares Civil Engineering journal 16 (1), 103-116
|
| 2016 |
DEVELOPMENT OF CAPACITY SPECTRUM METHOD AND DETERMINING
TARGET DISPLACEMENT FOR MASS PROPORTIONAL LOAD PATTERN IN
HORIZONTALLY CURVED BRIDGES
A GOLAFSHAR, F DANESHJOO
SHARIF: CIVIL ENINEERING 322 (31), 25-34
|
| 2016 |
ANALYTICAL STUDY OF THE MAXIMUM ROTATIONAL DUCTILITY OF
BEAMS IN STEEL MOMENT RESISTANT FRAMES CONSIDERING HIGHER
MODE EFFECTS
M GERAMI, F DANESHJOO, N SIAHPOLO
SHARIF: CIVIL ENINEERING 322 (22), 97-106
|
| 2016 |
Geometric parameters and behavior factor of knee-braced
steel frames using nonlinear static pushover (NSP) analyses
M Anoushehei, F Daneshjoo
Comput. Struct 10 (11)
|
| 2016 |
THE EFFECT OF VERTICAL COMPONENT OF NEAR FAULT AND FAR FAULT
EARTHQUAKES ON THREE SPAN RAILWAY BRIDGES
M FEZZEH, H MOHARRAMI, F DANESHJOO
MODARES CIVIL ENGINEERING JOURNAL 16 (1), 103-116
|
| 2015 |
A new combinational force-displacement hysteresis model
presented to estimate seismic residual displacement in single-column
concrete bridges
M Ansari, F DENESHJOO, M SOLTANI MOHAMMADI
Quarterly Journal of Transportation Engineering 7 (2),
223-236
|
| 2015 |
Seismic performance of skewed highway bridges using analytical
fragility function methodology
M Bayat, F Daneshjoo
Computers and Concrete 16 (5), 723-740
|
| 2015 |
Probabilistic sensitivity analysis of multi-span highway
bridges
M Bayat, F Daneshjoo, N Nisticò
Steel and Composite Structures 19 (1), 237-262
|
| 2015 |
A novel proficient and sufficient intensity measure for
probabilistic analysis of skewed highway bridges
M Bayat, F Daneshjoo, Nisticò, 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
|
| 2014 |
Seismic Demand and Capacity of Steel Moment Resisting Frames
Under Near-Fault Earthquakes Using Incremental Dynamic Analysis
تقاضا و ظرفيت لرزه اي قاب هاي خمشي فولادي تحت …
SI Barakati, F Daneshjoo
|
| 2014 |
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 |
Drawing Capacity Spectrum and Determining of Target Displacement
without Control Point For Horizontally Curved Bridges.
A Golafshar, F Daneshjoo
Modares Civil Engineering Journal 14 (2), 117-128
|
| 2013 |
Stories Drift Consideration in Steel Frames with Changing
CBF Brace kinds in Height
R Sadri, M Gerami, F Daneshjoo
Structure and Steel 9 (13), 32-40
|
| 2013 |
SYSTEM IDENTIFICATION AND DAMAGE DETECTION OF BRIDGE CONCRETE
PIERS, USING TIME-FREQUENCY REPRESENTATION AND A NEW MODIFIED
MATRIX SUBTRACTION METHOD شناسایی مشخصه و تشخیص …
F Daneshjoo, HR Ahmadi, G Mobtaker
Sharif Civil Engineering Journal 29 (2), 37-48
|
| 2012 |
The Assessment and Comparison of Three Square TFDs including
Born-Jordan, Margenau-Hill and Rihaczek for Extraction of
Dynamic Properties from Seismic Response Signals of …
HR Ahmadi, F Daneshjoo
2nd International Conference on Acoustic and Vibration
1 (1), 1-8
|
| 2012 |
Modal and Nonlinear Analysis of Cracked Concrete Beams and
FE Modeling for Damage Assessment
AR Gharighoran, F Daneshjoo
Modares Civil Engineering Journal 13 (5 (Special issue)),
173-198
|
| 2012 |
Evaluation and comparison of Wigner-Ville and Zhao-Atlas-Marks
Distributions in extracting dynamic properties of steel
frames using seismic response signals
HR Ahmadi, F Daneshjoo
Structure and steel 7 (5 (Special issue)), 15-23
|
| 2012 |
Evaluation of dynamic amplification factor for straight
highway bridges with composite deck
AR Arabha Najafabadi, F Daneshjoo
9th International Congress on Civil Engineering 1 (2),
1-6
|
| 2012 |
Evaluating Wigner-Ville and Margenau-Hill time - frequency
distribution signal analysis and processing for dynamic
characteristics identification of a concrete three-span
…
HR Ahmadi, F Daneshjoo
دومين كنفرانس ملي مديريت بحران 1 (1),
1-7
|
| 2012 |
Seismic Behavior and Failure Mechanism of the Steel Moment
Frames with Composite Beams
M Fathi, F Daneshjoo, HR Ghanbari
Modares Civil Engineering Journal 12 (2), 51-59
|
| 2012 |
FINITE ELEMENT STUDY OF BEHAVIOR OF RC BRIDGE BEAMS STRENGTHENED
WITH CFRP
A ARABZADEH, R ABDULSAMAD, F DANESHJOO
JOURNAL OF TRANSPORTATION ENGINEERING 3 (311), 227-244
|
| 2012 |
A New Algorithm for Damage Detection in Simple Span Bridge
Piers, Based on Power Spectral Density Function and Cosh
Spectral Distance
HR Ahmadi, F Daneshjoo
15th World Conference on Earthquake Engineering
|
| 2012 |
The assessment and comparison of three TFRs for extraction
of dynamic properties from truss deck of Firoozeh railroad
bridge using seismic response
HR Ahmadi, F Daneshjoo
15th World Conference on Earthquake Engineering
|
| 2012 |
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 |
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
|
| 2011 |
ابزاربندی و طراحی شبکه حسگر به منظور سلامت
سنجی پل ها ( Instrumentation and sensor network design for
bridge health monitoring )
HR Ahmadi, F Daneshjoo, A Ghari Ghoran
6th National Congress on Civil Engineering, 8 Pages
|
| 2011 |
Using prestressed steel systems and steel jackets to reduce
the seismic residual displacement demand of single - column
bridges
M Ansari, F Daneshjoo
2nd National Conference on Structure
and Steel دومين كنفرانس ملي سازه و …
|
| 2011 |
Determining of Dynamic Characteristics of Steel Frames with
Semi-Rigid Connections by Push-Over Analysis and Seismic
Nonlinear Dynamic Analysis
M Fathi, F Daneshjoo
Journal of Structure and Steel 7 (9), 43-51
|
| 2011 |
A NEW THREE-DIMENSIONAL TENSOR METHOD FOR SEISMIC DAMAGE
DETECTION IN CONCRETE PIERS OF BRIDGES USING RESPONSE SIGNALS
HR Ahmadi, F Daneshjoo
JOURNAL OF TRANSPORTATION ENGINEERING 2 (2), 115-126
|
| 2010 |
Decrease of Seismic Demand in High Steel Frame by Changing
the Kind of CBF Braced in Height of Structure
M Gerami, F Daneshjoo, R Sadry
Journal of Civil and Surveying Engineering 44 (4), 547-558
|
| 2010 |
شناسایی فنی و بررسی آسیب پذیری لرزه ای پل
فلزی اصفهان ( System identification and seismic vulnerability
evaluation of Isfehan steel bridge )
A Ghari Ghoran, F Daneshjoo, R Akbari, F Jafari
First National Conference on Steel and Structures, Tehran,
240-245
|
| 2010 |
Study the Function of Deformation Energy Parametric Assessing
Seismic Damages in Steel Frames
M Gerami, F Daneshjoo
Journal of Earthquake Engineering 6, 45-63
|
| 2010 |
Evaluating damage indices for direct and with steel plate
flange connections in moment resisting frames under earthquake
loadings مقادیر شاخص های خسارت در اتصالات مستقیم و …
S Dardaei Joghan, F Daneshjoo
Modares Civil Engineering Journal 12 (3), 33-48
|
| 2010 |
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 |
Steel Bridge SHM in Isfahan: Bridge Over Zayandehrod River
A Gharighoran, F Daneshjoo
IABSE Symposium: Large Structures and Infrastructures
for Environmentally …
|
| 2010 |
SEISMIC VULNERABILITY ASSESSMENT OF STEEL-CONCRETE COMPOSITE
BRIDGES BY ANALYTICAL MODELING WITH CASE STUDY
A GHARIGHORAN, F Daneshjoo, R AKBARI
Structure and Steel 6 (7), 59-81
|
| 2009 |
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 |
Stiffness Formulation of Cracked Steel Beam Rehabilitated
with CFRP
E Dehghani, F Daneshjoo
Structure and Steel 5 (1), 5-17
|
| 2008 |
Experimental and theoretical dynamic system identification
of damaged RC beams
F Daneshjoo, A Gharighoran
Electronic Journal of Structural Engineering 8, 29-39
|
| 2008 |
Determination of Impact Factor for Steel Railway Bridges
Considering Simultaneous Effects of Vehicle Speed and Ratio
of Axle Distance to Span Length
SA Hamidi, F Daneshjoo
STRUCTURE AND STEEL 4 (4), 55-69
|
| 2008 |
Nonlinear Dynamic Behavior of Eccentric Braced Steel Frames
Under the Near-Fault Earthquakes
F Daneshjoo, B Badarloo
Structure and Steel 4 (2), 45-58
|
| 2007 |
Cumulative Plastic Deformation as a Local Damage Index of
Moment Resisting Frames in Story Level
M Gerami, F Daneshjoo
Journal of School of Engineering 1, 51-66
|
| 2006 |
Experimental Investigation of Damping in Cracked Concrete
Beams Usable in bridges (beam-slab)
F Daneshjoo, A Gharighoran
International Conference on Bridge Engineering, Hong
Kong institution of …
|
| 2006 |
شناسایی سیستم و ارزیابی دینامیکی آزمایشگاهی
تیر های بتنی خسارت دیده در پلها Experimental dynamic evaluation
and system identification of damaged concrete beams in bridges
F Daneshjoo, AR Gharighoran
مجله علمی-پژوهشی حمل و نقل 3 (2), 85-99
|
| 2006 |
Experimental System Identification and Dynamic Assessment
of Damaged Concrete Beams in Bridges
F Daneshjoo, A Gharighoran
Journal of Transportation Research 3 (2)
|
| 2006 |
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
|
| 2005 |
رفتار غیر خطی قابهای فولادی با اتصالات توام
صلب و نیمه صلب تحت تاثیر زلزله Nonlinear seismic behavior
of steel frames with Simultaneous use of rigid and semi-rigid
…
F Daneshjoo, s. Yousofi
Modares Civil Engineering Journal 1 (21), 37-48
|
| 2005 |
روشی برای طراحی لرزه ای قابهای خمشی فولادی
با مکانیزم شکست سراسری A Seismic Design Method for Steel
Moment Resisting Frames to have global failure mechanism
F Daneshjoo, K Vosoghi
مجله علمی-پژوهشی دانشگاه امیر کبیر 15
(60), 115-132
|
| 2005 |
ضریب رفتار و زمان تناوب قابهای خمشی فولادی
با اتصالات نیمه صلب Behavior factor and period of steel
moment resisting frames with semi-rigid connections
F Daneshjoo, AA Aghakochak, M Fathi
Modares Civil Engineering Journal 1 (19), 75-90
|
| 2004 |
تحلیل پارامتری رفتار دینامیکی پلهای خرپایی
طره ای بلند دهانه تحت تاثیر زلزله Parametric analysis of
dynamic behavior of long-span cantilever truss bridges under
earthquake …
F Daneshjoo, shahrokh Malek, R Agh Nori
مجله علمی-پژوهشی دانشکده فنی دانشگاه
تهران 38 (2), 199-217
|
| 2004 |
رفتار غیر خطی قابهای با سیستم مهاربند زانویی
تحت تاثیر زلزله Nonlinear Analysis of Knee Braced Frames
under Earthquake Loadings
F Daneshjoo, J Asgari
مجله علمی-پژوهشی استقلال 22 (2), 103-116
|
| 2004 |
Nonlinear Analysis of Knee-braced Frames under Earthquake
Loadings
F Daneshjoo, JR Asgari
Computational Methods in Engineering 22 (2), 103-116
|
| 2004 |
ضريب رفتار و زمان تناوب قاب هاي فولادي خمشي
مقاوم در برابر زلزله Seismic Behavior Factor and Period
of Moment Resisting Steel Frames
F Daneshjoo, A Kaveh, M Fathi
مجله علمي و پژوهشي دانشكده فني دانشگاه
تبريز 29 (3), 1-15
|
| 2003 |
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 |
نياز drift طبقات قابهاي خمشي فولادي با احتساب “اثرات MDOF”
( Storey drift demand in steel moment resisting frames including
MDOF effects )
M Gerami, F Daneshjoo
4th International Conference on Seismology and Earthquake
Engineering, 8 Pages
|
| 2003 |
ارزيابي عملكرد قابهاي خمشي فولادي با منظور
نمودن “اثرات MDOF” ( Performance evaluation of steel moment
resisting frames considering MDOF effects )
M Gerami, F Daneshjoo
4th International Conference on Seismology and Earthquake
Engineering, 8 Pages
|
| 2003 |
اثرات MDOF در نياز شكل پذيري طبقات قابهاي
خمشي فولادي ( MDOF effects in storey ductility demand of
moment resisting steel frames )
M Gerami, F Daneshjoo
4th International Conference on Seismology and Earthquake
Engineering, 8 Pages
|
| 2003 |
نقش تحلیل بارافزون(Pushover) در روش طراحی
بر اساس عملکردی ساختمانهای فولادی ( Use of pushover analysis
in the performance based seismic design of steel structures
)
F Daneshjoo, SMM Ghavami Masole
6th International Civil Engineering Conference, Esfehan,
10 Pages
|
| 2003 |
ضرایب رفتار قابهای MDOF با احتساب اثر «مودهای
بالاتر» ( MDOF Frames behavior factors including the effects
of “higher modes” )
M Gerami, F Daneshjoo
1st Conference on Search and Rescue Management, Tehran
1 (1), 277-285
|
| 2002 |
روش دقيق و پارامتري براي تحليل ارتعاش آزاد
تير طره با مقطع دايرهاي تو خالي EXACT AND PARAMETRIC SOLUTION
FOR FREE VIBRATION OF HOLLOW CANTILEAVER TAPERED CIRCULAR
BEAMS
F Daneshjoo, MR Farzaneh
Modares Civil Engineering Journal 10 (8), 1-10
|
| 2002 |
کاربرد تحلیل بار افزون در برآورد لرزه ای
ساختمانهای فولادی ( Application of Pushover analysis for
estimating seismic behavior of steel buildings )
F Daneshjoo, SMM Ghavami Masole
1st Conference On Safty and Optimization of Structures,
8 Pages+
|
| 2001 |
تأثیر عوامل مختلف بر مقاومت افزون قابهای
خمشی فولادی بلند مرتبه تحت تأثیر زلزله ( Parameters affecting
the over strength of tall steel moment resisting frames
under …
F Daneshjoo, M Gerami
2nd International Conference on Tall Buildings, 153-164
|
| 2001 |
بررسی اهمیت تأثیر مودهای بالاتر ارتعاش در
رفتار لرزه ای ساختمان های بلند ( Evaluating the importance
of higher mode effects in seismic behavior of tall buildings
)
F Daneshjoo, M Gerami
2nd International Conference on Tall Buildings, 165-176
|
| 2000 |
بررسی رفتار ساختمان های بلند با ساختار خاج
و خرپای محیطی تحت تأثیر زلزله ( Seismic behavior evaluation
of outrigger braced high-rise buildings with truss belt
)
F Daneshjoo
5th Civil Engineering International Conference, 131-124
|
| 2000 |
بررسی لنگی برش در ساختمان های بلند با سیستم
لوله ای تحت بار جانبی ( Shear lag evaluation of tube tall
buildings under lateral loads )
F Daneshjoo
5th Civil Engineering International Conference, 132-139
|
| 2000 |
بررسي تجربي تأثيرافزايش ترك در رفتار ديناميكي
تيرهاي بتن مسلح ( Experimental investigation of crack effects
on dynamic behavior of reinforced concrete beams )
F Daneshjoo
3rd Concrete International Conference 1 (1), 10 Pages
|
| 1999 |
Nonlinear Static Analysis of Cable Structures by Minimization
of Total Potential Energy Including Instability Effects
F Daneshjoo
Scientia Iranica 6 (3), 233-238
|
| 1998 |
بررسي تحليلي وتجربي ديناميكي يك ساختمان
بلند بيست و پنج طبقه با سيستم باربر جانبي ديوار برشي Analytical
and Experimental Dynamic Analysis of a 25-Storey Highrise
Building …
F Daneshjoo
نشريه علمي و پژوهشي امير كبير دانشگاه
امیرکبیر 10 (37), 27-35
|
| 1996 |
ارتعاشات محيطي وتحليل ديناميكي يك ساختمان
بلند سي و سه طبقه با سيستم لوله اي Experimental Ambient
vibration and dynamic analysis of a thirty three storey
tall building with …
F Daneshjoo
مجله بین المللی علوم مهندسی دانشگاه
علم و صنعت ایران 7 (1), 37-52
|
| 1994 |
Seismic behavior of tall buildings
F Daneshjoo, N Razzaghi Azar
10th European Conference on Earthquake Engineering,
1507-1511
|
| 1994 |
Development of strong motion network of Iran
F Daneshjoo, N Razzaghi Azar
2nd International conference on Earthquake Resistant
Construction and Design …
|
| 1989 |
Simulation of earthquakes and their application to cable
stayed bridges.
F Daneshjoo
Polytechnic of Central London
|
| 1988 |
Simulation of Single and Correlated Earthquake History by
the AR-Method,
HA Buchholdt, N Fayed, F Daneshjoo
Society for Earthquake and Civil Engineering Dynamics
(SECED)/University of …
|
| 1389 |
Determining the appropriate time step in
dynamic analysis of steel railway bridge under moving loads
تعيين گام زماني مناسب در تحليلي ديناميكي پل هاي فلزي راه
آهن تحت بارهاي متحرك
SA Hamidi, F Daneshjoo
Sharif Civil Engineering Journal 26 (3), 43-50
|
| |
Farhad Daneshjoo,“Dynamics of Structures Lecture 7–Base
Excitation”, Civil and Environmental
F Daneshjoo
|
| |
SDOF Systems
F Daneshjoo
|
| |
INCREMENAL DYNAMIC ANALYSIS
F Daneshjoo
|
| |
Earthquake Engineering: Part 7
F Daneshjoo
|
| |
Dynamics of Structures Lecture 6-SDOF Dynamic Response to
General
F Daneshjoo
|
| |
Professor Dr. Farhad Daneshjoo
F Daneshjoo
|
