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This document discusses the classification and design of structural shear walls according to seismic risk levels and height-to-length ratios. It defines ordinary and special reinforced concrete structural walls, and notes that special walls must meet additional requirements in high seismic risk regions. Shear walls are classified as short or long based on a height-to-length ratio of 2, with short walls governed by shear and long walls by flexure.

Author

erikahuhu

Language

EN