Abstract

Abstract Self-centering braces, in the current stage of development can accommodate large deformation and force levels. However, there is still a need for improvement of the energy dissipation mechanisms commonly incorporated in these braces. Yield based energy dissipation systems can overcome some of the problems faced with friction-based devices, such as susceptibility to bolt relaxation, long-term creep of friction material and excessive flexing arising in the outer tubes due to friction bolts. However, in these alternative systems multi-wave buckling of the yielding core is present, which is the leading cause of an asymmetric hysteresis of the brace. Hence, in this study, U-shape flexural plates (UFPs) are analyzed as an alternative energy-dissipating device in real scale self-centering braces with a finite element modeling approach. UFP plates yield in flexure and when comparing to direct tension/compression yielding members, they show lower strain demand, resulting in a larger displacement capacity. Implementation of the UFP units in the brace produces a flag shape hysteresis with minimal residual deformation. The proposed system provides some advantages when compared to previous models in terms of increased redundancy, symmetric hysteresis and a more gradual stiffness change.

Highlights

  • Seismic design philosophy has evolved to the level that modern structural systems can save their integrity and occupants lives even after strong earthquakes

  • Whereas the yield displacement is the same for both specimens, not depending in the number of U-shape flexural plates (UFPs) that are incorporated in the set analyzed

  • This study has presented the performance of an alternative self-centering brace with a new energy dissipation mechanism based on UFP plate flexural yielding

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Summary

INTRODUCTION

Seismic design philosophy has evolved to the level that modern structural systems can save their integrity and occupants lives even after strong earthquakes. Previous research has shown that buildings with residual drift ratios greater than 1% would not be safe (Erochko et al 2010) It is essential for modern seismic design to obtain resilient structures, that require minimal or no repairs after a seismic event. In recent works alternative energy dissipation systems have emerged, such as fluidic self-centering braces (Kitayama and Constantinou 2016a, 2016b, 2017), shape memory alloyed wires (Miller et al 2012),piston based self-centering braces (Haque and Alam, 2017) and magnetorheological fluid braces (Xu et al.2018). Once incorporated in the self-centering braces this mechanism is expected to show a gradual change in stiffness, which is the main factor to avoid peak floor accelerations observed in friction-based systems (Wiebe and Christopoulos 2010, 2011). The proposed solution has been studied by conducting finite element modeling

UFP ENERGY DISSIPATION DEVICE
Configuration and geometry
UFP unit material
Loading
Analysis results
UFP sets
DUAL TUBE CONCEPT
BRACE MECHANICS
FLAG SHAPE HYSTERESIS OF THE BRACE
Specimen 1
Specimen 2
Findings
CONCLUSIONS
Full Text
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