Effect of Preliminary Selection of RC Shear Walls’ Ductility Level on Material Quantities

Effect of Preliminary Selection of RC Shear Walls’ Ductility Level on Material Quantities

Abstract According to the National Building Code of Canada, the seismic force resisting systems (SFRS) of reinforced concrete (RC) buildings are classified based on their ductility level as being ductile, moderately ductile and conventional construction systems. The selection of the ductility level...

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Bibliographic Details
Main Authors: Hossam El-Sokkary, Khaled Galal
Format: Article
Language:English
Published: SpringerOpen 2018-07-01
Series:International Journal of Concrete Structures and Materials
Subjects:
conceptual design phase
reinforced concrete
shear walls
ductility
dynamic analysis
material quantities
Online Access:http://link.springer.com/article/10.1186/s40069-018-0273-4

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http://link.springer.com/article/10.1186/s40069-018-0273-4

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