Steel Plate Shear Wall (SPSW)
Steel
Plate Shear Wall (SPSW)
Steel
Plate Shear Wall (SPSW) which consist of steel infill plates bounded by
boundary elements.
Advantages:
1.
An SPW system, when designed and detailed properly, has relatively large energy
dissipation capability with stable hysteretic behaviour, thus being very
attractive for high risk earthquake zones.
2.
Because the web tension field acts much like a diagonal brace, an SPW system
has relatively high initial stiffness, and is thus very effective in limiting
wind drift.
3.
Compared to reinforced concrete shear walls, SPWs are much lighter, which
ultimately reduces the demand on columns and foundations, and reduces the
seismic load, which is proportional to the mass of the structure.
4.
Compared to reinforced concrete construction, the erection process of an
all-steel building is significantly faster, thus reducing the construction
duration, which is an important factor affecting the overall cost of a project.
5.
By using shop-welded, field-bolted SPWs, field inspection is improved and a
high level of quality control can be achieved.
6.
For architects, the increased versatility and space savings because of the
smaller cross-section of SPWs, compared to reinforced concrete shear walls, is
a distinct benefit, especially in high-rise buildings, where reinforced
concrete shear walls in lower floors become very thick and occupy a large
proportion of the floor plan.
7.
All-steel construction with SPWs is a practical and efficient solution for cold
regions where concrete construction may not be feasible, as very low
temperatures complicate construction and freeze-thaw cycles can result in
durability problems.
8.
In seismic retrofit applications, SPWs are typically much easier and faster to
install than reinforced concrete shear walls, which is a critical issue when
building occupancy needs to be maintained throughout the construction time.
9.
In the event of inelastic response, steel panels are more readily replaced, and
repairs are otherwise more simple than for equivalent reinforced-concrete
systems.
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