Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles H Heidary-Torkamani, K Bargi, R Amirabadi, NJ McCllough Soil Dynamics and Earthquake Engineering 61, 92-106, 2014 | 68 | 2014 |
Optimum parameters of tuned liquid column–gas damper for mitigation of seismic‐induced vibrations of offshore jacket platforms SA Mousavi, K Bargi, SM Zahrai Structural Control and Health Monitoring 20 (3), 422-444, 2013 | 63 | 2013 |
Control of wind/wave-induced vibrations of jacket-type offshore wind turbines through tuned liquid column gas dampers R Dezvareh, K Bargi, SA Mousavi Structure and Infrastructure Engineering 12 (3), 312-326, 2016 | 38 | 2016 |
Optimum geometry of tuned liquid column-gas damper for control of offshore jacket platform vibrations under seismic excitation SA Mousavi, SM Zahrai, K Bargi Earthquake Engineering and Engineering Vibration 11, 579-592, 2012 | 36 | 2012 |
Contribution of tuned liquid column gas dampers to the performance of offshore wind turbines under wind, wave, and seismic excitations K Bargi, R Dezvareh, SA Mousavi Earthquake Engineering and Engineering Vibration 15, 551-561, 2016 | 33 | 2016 |
Seismic vulnerability assessment of pile-supported wharves using fragility curves H Heidary-Torkamani, K Bargi, R Amirabadi Structure and Infrastructure Engineering 10 (11), 1417-1431, 2014 | 28 | 2014 |
Determination of optimal probabilistic seismic demand models for pile-supported wharves R Amirabadi, K Bargi, M Dolatshahi Piroz, H Heidary Torkamani, ... Structure and Infrastructure Engineering 10 (9), 1119-1145, 2014 | 26 | 2014 |
New concept in analysis of floating piers for ship berthing impact A Mostofi, K Bargi Marine structures 25 (1), 58-70, 2012 | 25 | 2012 |
Natural draft steel hyperbolic cooling towers: Optimization and performance evaluation M Izadi, K Bargi The structural design of tall and special buildings 23 (9), 713-720, 2014 | 20 | 2014 |
Seismic performance assessment of pile-supported wharves retrofitted by carbon fibre–reinforced polymer composite considering ageing effect A Banayan-Kermani, K Bargi, H Heidary-Torkamani Advances in Structural Engineering 19 (4), 581-598, 2016 | 18 | 2016 |
Fragility curves derivation for a pile-supported wharf TH HEIDARY, K Bargi, R Amirabadi International Journal of Maritime Technology 1 (1), 1-10, 2013 | 17 | 2013 |
Use of applied element method for structural analysis A Shakeri, K Bargi KSCE Journal of Civil Engineering 19, 1375-1384, 2015 | 15 | 2015 |
Comparative study on different types of bracing systems in steel structures S Eghtesadi, D Nourzadeh, K Bargi World Academy of Science, Engineering and Technology 73, 2011, 2011 | 15 | 2011 |
Response of buried pipelines to underground blast loading D Nourzadeh, S Takada, K Bargi Australian Structural Engineering Conference (2010: Sydney, NSW), 233-238, 2010 | 12 | 2010 |
Efficient arrangement of batter piles of a pile-supported wharf in sand MR Rahimi, K Bargi Electronic Journal of Geotechnical Engineering 15, 729-738, 2010 | 12 | 2010 |
Study on different cable configurations of cable-stayed bridges using developed seismic risk assessment V Akhoondzade-Noghabi, K Bargi Structural Engineering International 26 (4), 312-323, 2016 | 10 | 2016 |
Assessment of Wave Diffraction behind the Breakwater Using Mild Slope and Boussinesq Theories R Dezvareh, K Bargi, Y Moradi International Journal of Computer Applications in Engineering Sciences 2 (2), 2012 | 10 | 2012 |
Analytical proposal to damage assessment of buried continuous pipelines during external blast loading D Nourzadeh, S Khorshid, S Takada, K Bargi International Journal of Civil, Environmental, Structural, Construction and …, 2011 | 9 | 2011 |
Two versions of the Wilson-θ time integration method A Soroushian, J Farjoodi, K Bargi, M Rajabi, A Saaed, M Arghavani, ... The 10th International Conference on Vibration Problems, ICOVP, Prague …, 2011 | 9 | 2011 |
Decision-making of alternative pylon shapes of a benchmark cable-stayed bridge using seismic risk assessment V Akhoondzade-Noghabi, K Bargi Earthquakes and Structures 11 (4), 583-607, 2016 | 8 | 2016 |