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Stiffened Coupled Shear Walls on Elastic Foundations with Flexible Connections and Stepwise Changes in Width
Coupled shear wall Elastic foundation Stiener flexible connection Continuous connection
2009/10/13
The exceedingly large top drift and bottom bending moment due to the weakening of shear walls in tall buildings by door, window and corridor openings is one of the most frequently encountered problems...
This article discusses the changes in tall building design practice after the World Trade Centre (WTC)
buildings collapse. Although many suggestions were made post-9/11, regarding the improvement of ...