Effect of Friction Pendulum BearingSystem on Seismic Performance of Structure
Ankit Sodha1, Channabasaveshwar Chikmath2, Sandip Vasanwala3, Devesh Soni4, Shailendra Kumar5
1Ankit Sodha*, Research Scholar, Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat, India.
2Channabasaveshwar Chikmath, Research Scholar, Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat, India.
3Sandip Vasanwala, Professor, Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat, India.
4Devesh Soni, Professor, Civil Engineering Department, Sardar Vallabhbhai Patel Institute of Technology, Vasad, India.
5Shailendra Kumar, Assistant Professor, Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat, India.
Manuscript received on January 12, 2020. | Revised Manuscript received on January 22, 2020. | Manuscript published on February 10, 2020. | PP: 740-743 | Volume-9 Issue-4, February 2020. | Retrieval Number: C8011019320/2020©BEIESP | DOI: 10.35940/ijitee.C8011.029420
Open Access | Ethics and Policies | Cite | Mendeley
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The current paper investigates the behavior of friction pendulum bearing. Recently developed Triple friction pendulum bearing exhibits as a adaptive in nature for the different level of earthquakes along with its flexibility in design point of view. Different level of earthquakes based on probability of occurrence are considered earthquakes are considered to understand the behavior of TFP bearings. To achieve the target damping ratio and time period, three different models are designed. The influence of increase in displacement shows more effective results in design bases earthquake.
Keywords: Seismic Isolation, Triple Friction Pendulum(TFP), Multiple hazard level Ground Mmotions.
Scope of the Article: Behaviour of Structures under Seismic Loads