Abstract
The application of unbonded post-tensioning (PT) in structural walls has led to the development of advanced self-centring (rocking) shear wall systems that has significant advantages, including accelerated construction due to the incorporation of prefabricated elements and segmental construction for different materials (e.g., concrete, masonry, and timber), reduced residual drifts, and little damage upon extreme seismic and wind loads. Concrete, masonry, and timber are often used for the construction of unbonded PT structural wall systems. Despite extensive research since the 1980s, there are no well-established design guidelines available on the shear wall configuration with the required energy dissipation system, joint’s locations and acceptance criteria for shear sliding, confinement, seismic performance factors, PT loss, PT force range and residual drifts of shear walls subjected to lateral loads. In this research a comprehensive state-of-the-art literature review was performed on self-centring shear wall system. An extensive study was carried out to collect a database of 100 concrete, masonry, and self-centring shear wall tests from the literature. The established database was then used to review shear walls’ configurations, material, and components to benchmark requirements applicable for design purposes. The behaviour of concrete, masonry and timber shear walls were compared and critically analysed. The general behaviour, force-displacement performance of the walls, ductility, and seismic response factors, were critically reviewed and analysed for different self-centring wall systems to understand the effect of different parameters including configurations of the walls, material used for construction of the wall (concrete, masonry, timber) and axial stress ratio. The outcome of this research can be used to better understand the behaviour of self-centring wall system in order to develop design guidelines for such walls.
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Abbreviations
- PBSD:
-
performance based seismic design
- NLTH:
-
non-linear time history
- T :
-
fundamental period
- C d :
-
displacement amplification factor
- R :
-
response modification factor
- μ :
-
ductility
- PT:
-
post-tensioning
- LVL:
-
laminated Veneer Lumber
- ED:
-
energy dissipation
- ASR:
-
axial stress ratio
- AR:
-
aspect ratio
- l w :
-
wall length
- β :
-
energy dissipation ratio
- EVD (ξ eq):
-
equivalent viscous damping
- ξ v :
-
viscous damping
- ξ hyst :
-
hysteresis damping
- κ d :
-
mild steel moment ratio
- CLT:
-
Cross Laminated Timber
- Pres-Lam:
-
Prestressed Laminated
- PreWEC:
-
Prestressed Walls with End Columns
- UFPs:
-
U-Shaped Flexural Plates
- TCY:
-
tension-compression yield
- δ m :
-
maximum displacement in a fitted bilinear curve
- δ y :
-
yield displacement in a fitted bilinear curve
- R R :
-
redundancy factor
- R μ :
-
ductility reduction factor
- R s :
-
overstrength factor
- V y :
-
base shear at yield point
- V m :
-
base shear at ultimate strength
- T c :
-
characteristic period of the ground motion defined for soil
- f p :
-
sum of stress due to self-weight and PT force
- f c :
-
concrete compressive strength
- H :
-
height of the wall
- T s :
-
secant period
- MCE:
-
maximin considered earthquake
- Ω 0 :
-
system over-strength factor
- f ub :
-
breaking stress of PT tendons
- A p :
-
tendon cross section area
- IO:
-
Immediate Occupancy
- LS:
-
Life Safety
- CP:
-
Collapse Prevention
- DE:
-
design level earthquake
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Javadi, M., Hassanli, R., Rahman, M.M. et al. Behaviour of self-centring shear walls—A state of the art review. Front. Struct. Civ. Eng. 17, 53–77 (2023). https://doi.org/10.1007/s11709-022-0850-0
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DOI: https://doi.org/10.1007/s11709-022-0850-0