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Numerical analysis of vertical pipe damper

 Numerical analysis of vertical pipe damper
Author(s): , , ,
Presented at IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, published in , pp. 2974-2980
DOI: 10.2749/vancouver.2017.2974
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This paper proposes a new metallic energy dissipative device to mitigate structural damages under seismic excitations. In general, metallic dampers dissipate seismic energy through yielding. The in...
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Bibliographic Details

Author(s): (Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)
(Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)
(Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)
(Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Published in:
Page(s): 2974-2980 Total no. of pages: 7
Page(s): 2974-2980
Total no. of pages: 7
Year: 2017
DOI: 10.2749/vancouver.2017.2974
Abstract:

This paper proposes a new metallic energy dissipative device to mitigate structural damages under seismic excitations. In general, metallic dampers dissipate seismic energy through yielding. The inelastic cyclic deformation of the proposed damper, dissipates the seismic energy through yielding of the steel material. Herein, a three-dimensional finite element model of the damper is developed considering material nonlinearity, large displacement and contact. To aid the aim, the damper performance is studied through cyclic quasi-static tests. The parametric study is performed to find which parameters have higher influence on its performance. The results show that, the damper is exhibited excellent strength and ductility, stable hysteresis force-displacement behaviour with notable energy-absorbing capability to dissipate the seismic energy. Furthermore, it is found to have light weight, economical with ease of fabrication and implementation which used as a potential alternative for passive control of structures.

Keywords:
Vertical pipe damper Metallic damper passive energy dissipation yielding damper seismic control hysterics curve