Numerical modeling of the post-fire performance of strap-braced cold-formed steel shear walls

2022 ◽  
Vol 171 ◽  
pp. 108733
Author(s):  
Shuna Ni ◽  
Xia Yan ◽  
Matthew S. Hoehler ◽  
Thomas Gernay
Keyword(s):  
Numerical Modeling ◽  
Shear Walls ◽  
Fire Performance ◽  
Cold Formed Steel

Influencing factors analysis on shear capacity of cold-formed steel light frame shear walls

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 3588-3604
Author(s):  
Wenying Zhang ◽  
Xiangzhi Xu ◽  
Yu Zheng ◽  
Shuangshuang Wang ◽  
Yuanqi Li
Keyword(s):  
Influencing Factors ◽  
Shear Walls ◽  
Shear Capacity ◽  
Factors Analysis ◽  
Cold Formed Steel

Lateral Force Resisting Systems Made of Cold-Formed Steel Material: Proposal of Seismic Design Criteria for 2nd Generation of Eurocode 8

2021 ◽  
Vol 885 ◽  
pp. 127-132
Author(s):  
Sarmad Shakeel ◽  
Alessia Campiche
Keyword(s):  
Seismic Design ◽  
Shear Walls ◽  
Lateral Force ◽  
Background Information ◽  
Design Criteria ◽  
Eurocode 8 ◽  
Building Structures ◽  
Design Standards ◽  
Design Strength ◽  
Cold Formed Steel

The current edition of Eurocode 8 does not cover the design of the Cold-Formed steel (CFS) building structures under the seismic design condition. As part of the revision process of Euro-code 8 to reflect the outcomes of extensive research carried out in the past decade, University of Naples “Federico II” is involved in the validation of existing seismic design criteria and development of new rules for the design of CFS systems. In particular, different types of Lateral Force Resisting System (LFRS) are analyzed that can be listed in the second generation of Eurocode 8. The investigated LFRS’s include CFS strap braced walls and CFS shear walls with steel sheets, wood, or gypsum sheathing. This paper provides the background information on the research works and the reference design standards, already being used in some parts of the world, which formed the basis of design criteria for these LFRS systems. The design criteria for the LFRS-s common to CFS buildings would include rules necessary for ensuring the dissipative behavior, appropriate values of the behavior factor, guidelines to predict the design strength, geometrical and mechanical limitations.

Seismic behavior of cold-formed steel high-strength foamed concrete shear walls with straw boards

2018 ◽  
Vol 124 ◽  
pp. 350-365 ◽  
Author(s):  
Zhifeng Xu ◽  
Zhongfan Chen ◽  
Suhang Yang
Keyword(s):  
Seismic Behavior ◽  
Shear Walls ◽  
High Strength ◽  
Foamed Concrete ◽  
Cold Formed Steel

Impact of construction details on OSB-sheathed cold-formed steel framed shear walls

2014 ◽  
Vol 101 ◽  
pp. 114-123 ◽  
Author(s):  
P. Liu ◽  
K.D. Peterman ◽  
B.W. Schafer
Keyword(s):  
Shear Walls ◽  
Cold Formed Steel ◽  
Framed Shear Walls

scholarly journals Cold-formed steel centre-sheathed (mid-ply) shear walls

2018 ◽  
Vol 114 ◽  
pp. 253-266 ◽  
Author(s):  
Vincent Brière ◽  
Veronica Santos ◽  
Colin A. Rogers
Keyword(s):  
Shear Walls ◽  
Cold Formed Steel
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