Publications
PEER Reviewed Journals:
[1]. Elias, S., Rupakhety, R., & Olafsson, S. (2020). Seismic behavior tall buildings under pulse-type ground motions. Soil Dynamics and Earthquake Engineering (WoS-IF = 2.637), (Under Preparation)
[2]. Elias, S., Rupakhety, R., & Olafsson, S. (2020). Response mitigation of wind turbine under near-fault earthquakes. Soil Dynamics and Earthquake Engineering (WoS-IF = 2.637), (Under Preparation)
[3]. Elias, S., Rupakhety, R., Di Domenico, D., & Olafsson, S. (2020) Vibration control of bridges with non-linear tuned vibration absorbers.
[5]. Talyan, N., Elias, S., & Matsagar, V. (2020). Earthquake response control of isolated bridges using supplementary passive dampers. Practice Periodical on Structural Design and Construction, ASCE, (Accepted)
[6]. Elias, S., Rupakhety, R., & Olafsson, S. (2020). Tuned mass dampers for response reduction of a reinforced concrete chimney under near-fault pulse-like ground motion. Front. Built Environ. - Earthquake Engineering, (https://www.frontiersin.org/articles/10.3389/fbuil.2020.00092/full)
[7]. Elias, S. (2020). Discussion of “effect of multiple tuned mass dampers for vibration control in high-rise buildings” by Suresh and Mini. Practice Periodical on Structural Design and Construction, ASCE, (https://ascelibrary.org/doi/full/10.1061/%28ASCE%29SC.1943-5576.0000552)
[8]. Gaur, S., Elias, S., Höbbel, T., Matsagar, V. A., & Thiele, K. (2020). Tuned mass dampers in wind response control of wind turbine with soil-structure interaction. Soil Dynamics and Earthquake Engineering, 132, 106071. (WoS-IF = 2.637) (Citations = 04)
[9]. Sigurðsson, G. Ö., Rupakhety, R., Elias, S., & Olafsson, S. (2020). Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines. Bulletin of Earthquake Engineering, 18(3), 953-968. (WoS-IF = 2.602) (Citations = 02)
[10]. Rupakhety, R., Elias, S., & Olafsson, S. (2020). Shared tuned mass dampers for mitigation of seismic pounding. Applied Sciences, 10(6), 1918. (WoS-IF = 2.45) (Citations = 02)
[11]. Stanikzai, M. H., Elias, S., & Rupakhety, R. (2020). Seismic Response Mitigation of Base-Isolated Buildings. Applied Sciences, 10(4), 1230. (WoS-IF = 2.45) (Citations = 08)
[12]. Stanikzai, M. H., Elias, S., Matsagar, V. A., & Jain, A. K. (2020). Seismic response control of base-isolated buildings using tuned mass damper. Australian Journal of Structural Engineering, 21(1), 310-321. (Citations = 08)
[13]. Elias, S., & Matsagar, V. (2020). Seismic response control of steel benchmark building with a tuned mass damper. Asian Journal of Civil Engineering, 21(2), 267-280. (Citations = 01)
[14]. Matin, A., Elias, S., & Matsagar, V. (2020). Distributed multiple tuned mass dampers for seismic response control in bridges. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 173(3), 217-234. (WoS-IF = 0.985) (Citations = 12)
[15]. Taha, A. E., Elias, S., Matsagar, V., & Jain, A. K. (2019). Seismic response control of asymmetric buildings using tuned mass dampers. The Structural Design of Tall and Special Buildings, 28(18), e1673. (WoS-IF = 2.048), (Citations = 05)
[16]. Elias, S., Rupakhety, R., & Olafsson, S. (2019). Analysis of a benchmark building installed with tuned mass dampers under wind and earthquake loads. Shock and Vibration, 2019. (WoS-IF = 1.2) (Citations = 03)
[17]. Elias, S. (2019). Effect of SSI on vibration control of structures with tuned vibration absorbers. Shock and Vibration, 2019. (WoS-IF = 1.2) (Citations = 13)
[18]. Elias, S., & Matsagar, V. (2019). Seismic vulnerability of a non-linear building with distributed multiple tuned vibration absorbers. Structure and Infrastructure Engineering, 15(8), 1103-1118. (WoS-IF = 2.620) (Citations = 18)
[19]. Elias, S., Matsagar, V., & Datta, T. K. (2019). Dynamic response control of a wind-excited tall building with distributed multiple tuned mass dampers. International Journal of Structural Stability and Dynamics, 19(06), 1950059. (WoS-IF = 2.015), (Citations = 18)
[20]. Elias, S., Matsagar, V., & Datta, T. K. (2019). Along‐wind response control of chimneys with distributed multiple tuned mass dampers. Structural Control and Health Monitoring, 26(1), e2275. (WoS-IF = 3.499), (Citations = 32)
[21]. Stanikzai, M. H., Elias, S., Matsagar, V. A., & Jain, A. K. (2019). Seismic response control of base‐isolated buildings using multiple tuned mass dampers. The Structural Design of Tall and Special Buildings, 28(3), e1576. (WoS-IF = 2.048), (Citations = 19)
[22]. Elias, S., Matsagar, V., & Datta, T. K. (2019). Distributed tuned mass dampers for multi-mode control of benchmark building under seismic excitations. Journal of Earthquake Engineering, 23(7), 1137-1172. (WoS-IF = 2.779), (Citations = 34)
[23]. Elias, S. (2018). Seismic energy assessment of buildings with tuned vibration absorbers. Shock and Vibration, 2018. (WoS-IF = 1.2) (Citations = 17)
[24]. Elias, S., & Matsagar, V. (2018). Wind response control of tall buildings with a tuned mass damper. Journal of Building Engineering, 15, 51-60. (WoS-IF = 3.379), (Citations = 35)
[25]. Elias, S., & Matsagar, V. (2017). Research developments in vibration control of structures using passive tuned mass dampers. Annual Reviews in Control, 44, 129-156. (WoS-IF = 4.999), (Citations = 111)
[26]. Elias, S., & Matsagar, V. (2017). Effectiveness of tuned mass dampers in seismic response control of isolated bridges including soil-structure interaction. Latin American Journal of Solids and Structures, 14(13), 2324-2341. (WoS-IF = 1.289), (Citations = 24)
[27]. Gill, D., Elias, S., Steinbrecher, A., Schröder, C., & Matsagar, V. (2017). Robustness of multi-mode control using tuned mass dampers for seismically excited structures. Bulletin of Earthquake Engineering, 15(12), 5579-5603. (WoS-IF = 2.602), (Citations = 22)
[28]. Matin, A., Elias, S., & Matsagar, V. (2017). Seismic response control of reinforced concrete bridges with soil-structure interaction. The Bridge and Structural Engineer, ING/IABSE, 47(1), 46-53. (Citations = 09)
[29]. Elias, S., Matsagar, V., & Datta, T. K. (2016). Effectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakes. Engineering Structures, 124, 1-16. (WoS-IF = 3.548), (Citations = 58)
[30]. Zelleke, D. H., Elias, S., Matsagar, V. A., & Jain, A. K. (2015). Supplemental dampers in base-isolated buildings to mitigate large isolator displacement under earthquake excitations. Bulletin of the New Zealand Society for Earthquake Engineering, 48(2), 100-117. (Citations = 07)
[31]. Elias, S., & Matsagar, V. (2014). Distributed multiple tuned mass dampers for wind vibration response control of high-rise building. Journal of Engineering, 2014. (WoS-IF = NA), (Citations = 35)
[32]. Elias, S., & Matsagar, V. (2014). Wind response control of 76-storey benchmark building with distributed multiple tuned mass dampers. Journal of Wind and Engineering, 11(2), 37-49. (Citations = 25)
Conference Papers:
[1]. Elias, S., Rupakhety, R., & Olafsson, S. (2020). Passive vibration control of tall structures with uncertain parameters, a reliability analysis. 7th International Congress on Computational Mechanics and Simulation (ICCMS 2019), Mandi, India, 10-13, December 2019.
[2]. Elias, S., Rupakhety, R., & Olafsson, S. (2020) Comparative study on tuned mass and tuned mass damper with inerters for mitigation of vibration of a benchmark building. Wind Engineering (Book Chapter), (Abstract Accepted)
[3]. Elias, S., Rupakhety, R., & Olafsson, S. (2019). The performance of the passive tuned mass dampers for response control of tall buildings while subjected multi-hazard loads. EMI International Conference, 2019, France, Lyon, 3-5, July 2019
[4]. Elias, S., Rupakhety, R., & Olafsson, S. (2019). Tuned vibration absorbers for control of tall buildings under wind and earthquake loads. 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019) 2019, Crete, Greece, 24-26, June 2019.
[5]. Elias, S. (2019). Effectiveness of distributed multiple tuned mass dampers for mitigation of undesirable vibrations in structures. Acoustic Colloquium Program at TUM 2019, Munich, Germany, 23-27, April 2019.
[6]. Elias, S., & Matsagar, V. (2018). Wind response control of tall buildings with flexible foundation using tuned mass dampers. In Wind Engineering for Natural Hazards: Modeling, Simulation, and Mitigation of Windstorm Impact on Critical Infrastructure (pp. 55-78). (Citations = 05)
[7]. Elias, S., Matsagar, V., & Datta, T. K. (2017). Distributed multiple tuned mass dampers for wind response control of chimney with flexible foundation. X International Conference on Structural Dynamics, EURODYN 2017, Rome, Italy, 10-13 September 2017. (Citations = 04)
[8]. Elias, S., & Matsagar, V. (2017). Seismic response control of isolated bridges including soil-structure interaction. International Conference on Earthquake Engineering and Structural Dynamics (ICESD), Reykjavík, Iceland, 12-14 June 2017. (Citations = 01)
[9]. Elias, S., & Matsagar, V. (2017, June). Passive-hybrid system of base-isolated bridge with tuned mass absorbers. In International conference on earthquake engineering and structural dynamics (pp. 95-109). Springer, Cham. (Citations = 05)
[10]. Elias, S., Matsagar, V., Jangid, R. S., & Datta, T. K. (2017). Distributed multiple tuned mass dampers for seismic response control of chimney with flexible foundation. 16th World Conference on Earthquake Engineering (16WCEE), Santiago, Chile, Paper No. 0020, 9-13 January 2017. (Citations = 03)
[11]. Matin, A., Elias, S., & Matsagar, V. (2016). Multi-hazard assessment of cable stayed bridge with multiple tuned mass dampers. 8th International Colloquium on Bluff Body Aerodynamics and Applications (BBAA VIII), Northeastern University, Boston, Massachusetts (MA), USA, 7-11 June 2016.
[12]. Banerjee, B., Elias, S., Chakraborty, T., Matsagar, V., & Datta, T. K. (2015). Response control of offshore wind turbines using tuned mass dampers. 14th International Conference on Wind Engineering (ICWE14), Porto Alegre, Brazil, 21-26 June 2015. (Citations = 01)
[13]. Elias, S., Matsagar, V. & Datta, T. K. (2015). Effectiveness of distributed multiple tuned mass dampers in along wind response control of chimneys. 14th International Conference on Wind Engineering (ICWE14), Porto Alegre, Brazil, 21-26 June 2015. (Citations = 09)
[14]. Matin, A., Elias, S., Matsagar, V., & Datta, T. K. (2015). Effectiveness of distributed tuned mass dampers in seismic response control of bridge with soil-structure interaction. 11th Canadian Conference on Earthquake Engineering (11CCEE), Victoria, British Colombia (BC), Canada, 21-24 July 2015.
[15]. Elias, S., & Matsagar, V. (2015). Optimum tuned mass damper for wind responses control of high-rise building. Structural Engineering Convention 2014, 9th Structural Engineering Convention (SEC 2014), New Delhi, India, 22-24 December 2014. Best Paper Award. (Citations = 19)
[16]. Matin, A., Elias, S., & Matsagar, V. (2014). Seismic control of continuous span concrete bridges with multiple tuned mass dampers. Second European Conference on Earthquake Engineering and Seismology (2ECEES), Istanbul, Turkey, 24-29 August 2014. (Citations = 09)
[17]. Elias, S., Matsagar, V., & Datta, T. K. (2014). Effectiveness of distributed multiple tuned mass dampers in seismic response control of chimneys. Second European Conference on Earthquake Engineering and Seismology (2ECEES), Istanbul, Turkey, 24-29 August 2014.
[18]. Elias, S., & Matsagar, V. (2014). Seismically excited nonlinear seismic control of buildings installed with distributed / non-distributed multiple tuned mass dampers", 12th Conference Structural Analysis-Building Practice (BB12), Munich, Germany, 24-25 February 2014.
[19]. Elias, S., & Matsagar, V. (2013). Wind response control of 76-storey benchmark building with distributed multiple tuned mass dampers. The Eighth Asia-Pacific Conference on Wind Engineering (APCWE8), Chennai, India, 10-14 December 2013.
[20]. Elias, S., & Matsagar, V. (2013). Effective provision of multiple tuned mass dampers for earthquake response reduction in buildings. Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics (VEESD), Vienna, Austria, 28-30 August 2013.
