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The base shear versus roof displacement relationship for each model structure is depicted in Fig. 7 where it can be observed that the five-story structure with 9 m-long wall designed for medium-level seismic load have highest strength and the 20 five-story structure with 6 m wall designed for low-level seismic load have lowest strength.
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With proper surface preparation and adhesive handling, the resulting bonds will have high strength.
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Composite columns have higher strength and ductility efficiency due to composite action between steel and concrete core.
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