Download PDFOpen PDF in browser

Seismic Response of Elevated Liquid Storage Steel Tank with Triple Friction Pendulum System at Base of Tower Under Near- Fault Ground Motion

6 pagesPublished: July 22, 2017

Abstract

In this study, the performance of elevated steel water tank with TFPS isolation under near fault ground motion is evaluated. Mathematical model of storage tank is distinct with four degree of freedom model includes tower structure, sloshing mass, isolation system and impulsive mass. TFPS provided at foundation level of tower structure. Performance of TFPS is compared with FPS using SAP 2000.

Keyphrases: Base shear, Fluid storage tank, Seismic responses, TFPS

In: C. D. Modhera, G. J. Joshi, D.P Soni, Indrajit N. Patel, A. K. Verma, L. B. Zala, S. D. Dhiman, D. R. Bhatt, Jagdish M. Rathod, Bhargav C. Goradiya, Mehfuza S. Holia and Dharita K. Patel (editors). ICRISET2017. International Conference on Research and Innovations in Science, Engineering and Technology. Selected Papers in Civil Engineering, vol 1, pages 450--455

Links:
BibTeX entry
@inproceedings{ICRISET2017:Seismic_Response_of_Elevated,
  author    = {Ankita Shah and Vijay R. Panchal},
  title     = {Seismic Response of Elevated Liquid Storage Steel Tank with Triple Friction Pendulum System at Base of Tower Under Near- Fault Ground Motion},
  booktitle = {ICRISET2017. International Conference on Research and Innovations in  Science, Engineering and Technology. Selected Papers in Civil Engineering},
  editor    = {C. D. Modhera and G. J. Joshi and D.P Soni and Indrajit N. Patel and A. K. Verma and L. B. Zala and S. D. Dhiman and D. R. Bhatt and Jagdish M. Rathod and Bhargav C. Goradiya and Mehfuza S. Holia and Dharita K. Patel},
  series    = {Kalpa Publications in Civil Engineering},
  volume    = {1},
  pages     = {450--455},
  year      = {2017},
  publisher = {EasyChair},
  bibsource = {EasyChair, https://easychair.org},
  issn      = {2515-1789},
  url       = {https://easychair.org/publications/paper/zLm7},
  doi       = {10.29007/h56x}}

The requested page was not found on this server.

Download PDFOpen PDF in browser