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Design Method of Cold-Formed Steel Framed Shear Wall Sheathed by Structural Concrete Panel

The objective of this research is developing a new method of design for cold-formed steel framed shear wall sheathed by ¾" thick USG structural panel concrete subfloor using a predictive analytical model and comparing the results obtained from the model with those achieved from real testing to verify the analytical model and predicted lateral load-carrying capacity resulted from that. Moreover, investigating the impact of various screw spacings on shear wall design parameter such as ultimate strength, yield strength, elastic stiffness, ductility ratio and amount of energy dissipation is another purpose of this research.

Identiferoai:union.ndltd.org:unt.edu/info:ark/67531/metadc1609092
Date12 1900
CreatorsAshkanalam, Aida
ContributorsYu, Cheng, Nasrazadani, Seifollah, Rashidyan, Saman
PublisherUniversity of North Texas
Source SetsUniversity of North Texas
LanguageEnglish
Detected LanguageEnglish
TypeThesis or Dissertation
Formatix, 86 pages, Text
RightsUse restricted to UNT Community, Ashkanalam, Aida, Copyright, Copyright is held by the author, unless otherwise noted. All rights Reserved.

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