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Architectural without being massive, the wall system has glass panels that are set into an aluminum frame and hung from ceiling tracks.
In tall building, core wall system has two important tasks.
The reinforced concrete slit shear wall system has been introduced recently as a new breed of earthquake resistant structures.
A self-centering concrete wall system has been developed that consists of a Precast Wall with End Columns (PreWEC).
Recently an alternative building structure system, a staggered wall system, has drawn attention due mainly to its capability to provide wider open space.
The steel plate shear wall system has been used in a number of buildings as an innovative lateral force resistance system.
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The seismic performance of masonry veneer wall systems has come under increasing scrutiny in the past few years.
Previous research on properly-designed steel plate shear wall systems has proven that it has a high level of lateral shear strength and stiffness and large ductility.
Consequently, the out-of-plane behavior of these wall systems has been investigated under both static and dynamic loading, but with a focus on low-rise buildings.
Employment of low-yield stress steel plates in shear wall systems has been demonstrated in a number of studies to be a promising alternative for improving the buckling stability, energy absorption capacity, and serviceability of these lateral force-resisting systems, in which material yielding of infill plates may occur either before or after or even at the same time as geometrical buckling.
Brick veneer wall systems have been damaged under severe out-of-plane seismic and wind loads.
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