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Touraj Taghikhany
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Year
Optimum design of resilient sliding isolation system for seismic protection of equipments
H Iemura, T Taghikhany, SK Jain
Bulletin of Earthquake Engineering 5, 85-103, 2007
732007
Seismic optimum design of triple friction pendulum bearing subjected to near-fault pulse-like ground motions
H Moeindarbari, T Taghikhany
Structural and Multidisciplinary Optimization 50, 701-716, 2014
50*2014
Adaptive behavior of double concave friction pendulum bearing and its advantages over friction pendulum systems
M Malekzadeh, T Taghikhani
SCIENTIA IRANICA 17 (2), 81-88, 2010
342010
Effect of variation of normal force on seismic performance of resilient sliding isolation systems in highway bridges
H Iemura, T Taghikhany, Y Takahashi, SK Jain
Earthquake engineering & structural dynamics 34 (15), 1777-1797, 2005
332005
Probabilistic analysis of seismically isolated elevated liquid storage tank using multi-phase friction bearing
H Moeindarbari, M Malekzadeh, T Taghikhany
Earthquakes and Structures 6 (1), 111-125, 2014
282014
Multi-stage performance of seismically isolated bridge using triple pendulum bearings
M Malekzadeh, T Taghikhany
Advances in Structural Engineering 15 (7), 1181-1196, 2012
272012
Time‐delayed decentralized H2/LQG controller for cable‐stayed bridge under seismic loading
AY Fallah, T Taghikhany
Structural Control and Health Monitoring 20 (3), 354-372, 2013
262013
Sliding mode fault detection and fault-tolerant control of smart dampers in semi-active control of building structures
AY Fallah, T Taghikhany
Smart Materials and Structures 24 (12), 125030, 2015
222015
Robust semi-active control for uncertain structures and smart dampers
AY Fallah, T Taghikhany
Smart materials and structures 23 (9), 095040, 2014
222014
The effect of semi-active controller in Sirri jacket seismic vibration control under Kobe earthquake
T Taghikhany, S Babaei
INTERNATIONAL JOURNAL OF MARINE SCIENCE AND ENGINEERING 3 (2), 77-84, 2013
222013
A modified sliding mode fault tolerant control for large‐scale civil infrastructure
A Yeganeh Fallah, T Taghikhany
Computer‐Aided Civil and Infrastructure Engineering 31 (7), 550-561, 2016
202016
Sensitivity analysis of variable curvature friction pendulum isolator under near-fault ground motions
P Shahbazi, T Taghikhany
Smart Structures & Systems, An International Journal 20 (1), 23-33, 2017
192017
Dynamic response assessment of an offshore jacket platform with semi-active fuzzy-based controller: A case study
B Ghadimi, T Taghikhany
Ocean Engineering 238, 109747, 2021
182021
Seismic protection of vulnerable equipment with semi-active control by employing robust and clipped-optimal algorithms
H Salehi, T Taghikhany, AY Fallah
International Journal of Civil Engineering 12 (4), 413-428, 2014
172014
Seismic design and assessment of structures with viscous dampers at limit state levels: Focus on probability of damage in devices
A Sepehri, T Taghikhany, SMR Ahmadi Namin
The Structural Design of Tall and Special Buildings 28 (1), e1569, 2019
142019
Prediction equations for generalized interstory drift spectrum considering near-fault ground motions
AS Neam, T Taghikhany
Natural Hazards 80, 1443-1473, 2016
132016
Reliability-based assessment of deteriorating steel moment resisting frames
A Pourgharibshahi, T Taghikhany
Journal of Constructional Steel Research 71, 219-230, 2012
132012
Seismic reliability assessment of base-isolated structures using artificial neural network: operation failure of sensitive equipment
H Moeindarbari, T Taghikhany
Earthquakes and Structures An International Journal 14 (5), 425-436, 2018
122018
Assessment of semi-active tunes mass damper application in suppressing seismic-induced vibration of an existing jacket platform
S Babaei, R Amirabadi, T Taghikhany
International Journal of Maritime Technology 6, 1-10, 2016
122016
Scenario-based seismic performance assessment of regular and irregular highway bridges under near-fault ground motions
A Dolati, T Taghikhany, M Khanmohammadi, A Rahai
Earthquakes and Structures An International Journal 8 (3), 573-589, 2015
112015
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Articles 1–20