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Reinforced concrete wall-frame mixed buildings have been widely used as a seismic force resisting system because walls and frames can play complementary roles in earthquake resistance.
The design of gravity framing and the lateral load resisting system is decomposed.
This effort reduces the stiffness of the lateral load resisting system and setback configuration generates vertical irregularities in the structure.
The lateral load resisting system consists of concentric braced frames (CBFs) located around the perimeter of the structure.
Unreinforced masonry (URM) walls comprise vertical piers and horizontal spandrels, which together form the lateral load resisting system.
In particular, hybrid coupled shear wall of them are known to be efficient lateral load resisting system.
Similar(14)
Buckling Restrained Braced Frame (BRBF) is an emerging seismic force-resisting system that is currently being used either as a single seismic force-resisting system or in combination with other seismic force resisting systems.
Figure 2 shows the re-bar placements of the specimens for the gravity load-resisting system and the seismic load-resisting system.
Two unreinforced specimens, the one designed as gravity load-resisting system and the other as seismic load-resisting system, were also tested for comparison.
Some of these structures use shear walls as the secondary load-resisting system.
In these systems, the concrete shear walls were also considered as the secondary load-resisting system.
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