A pilot study on cold-formed steel framed shear wall assemblies with corrugated sheathing

2017 ◽  
Vol 8 (3) ◽  
pp. 272
Author(s):  
Cheng Yu ◽  
Hitesh Vora
Keyword(s):  
Pilot Study ◽  
Shear Wall ◽  
Cold Formed Steel

High-strength cold-formed steel framed shear wall with steel sheet sheathing

2021 ◽  
Vol 162 ◽  
pp. 107584
Author(s):  
Wenying Zhang ◽  
Xiangzhi Xu ◽  
Yang Liu ◽  
Cheng Yu ◽  
Xuechun Liu ◽  
...  
Keyword(s):  
Steel Sheet ◽  
High Strength ◽  
Shear Wall ◽  
Cold Formed Steel

scholarly journals Experimental Response of Cold-formed Steel Stud Shear Wall with hardboard sheathing under seismic loading

2021 ◽  
pp. e00574
Author(s):  
Yasser E. Ibrahim ◽  
Asif Hameed ◽  
Asad Ullah Qazi ◽  
Ali Murtaza Rasool ◽  
Muhammad Farhan Latif ◽  
...  
Keyword(s):  
Seismic Loading ◽  
Shear Wall ◽  
Cold Formed Steel ◽  
Experimental Response ◽  
Steel Stud

Seismic risk assessment of cold-formed steel shear wall systems

2017 ◽  
Vol 138 ◽  
pp. 565-579 ◽  
Author(s):  
Smail Kechidi ◽  
Luís Macedo ◽  
José Miguel Castro ◽  
Nouredine Bourahla
Keyword(s):  
Risk Assessment ◽  
Seismic Risk ◽  
Shear Wall ◽  
Seismic Risk Assessment ◽  
Steel Shear Wall ◽  
Cold Formed Steel

Design and Assessment of Cold-Formed Steel Shear Wall Systems Located in Moderate-to-High Seismicity Regions

2018 ◽  
Vol 763 ◽  
pp. 645-652
Author(s):  
Smail Kechidi ◽  
Luís Macedo ◽  
José Miguel Castro ◽  
Nouredine Bourahla
Keyword(s):  
Seismic Performance ◽  
Design Procedure ◽  
Shear Wall ◽  
Assessment Procedure ◽  
Nonlinear Behaviour ◽  
Seismic Performance Assessment ◽  
Behaviour Factor ◽  
Moderate Seismicity ◽  
Cold Formed Steel ◽  
High Seismicity

This paper presents a numerical simulation aimed at analysing the seismic performance of low- and mid-rise cold-formed steel (CFS) framed buildings, employing wood-sheathed shear wall panels (SWPs), designed according to a seismic design procedure compatible with the framework of the Eurocodes. To simulate their nonlinear behaviour, the structures were modelled adopting a recently developed deteriorating hysteresis model. In order to study the seismic performance and determine the seismic performance factors, Incremental Dynamic Analysis of 54 archetype buildings was performed in OpenSees. The seismic performance assessment was evaluated according to the methodology defined in FEMA P695. The results indicate that a behaviour factor q equal to 2 is appropriate for CFS framed structures using wood-sheathed SWPs lateral load resisting system designed for low and moderate seismicity regions. Further, the probabilistic seismic risk assessment of the studied frames, is presented. The importance and usefulness of the risk metrics are highlighted and adopted as an indicator to explore the behavioural features of the CFS-SWP structural system. Overall, the assessment procedure showed an acceptable seismic performance and therefore the CFS-SWP can be seen as a reliable structural solution to achieve performance-based objectives even in moderate-to-high seismicity regions.

Cold-Formed Steel Shear Wall Using Corrugated Steel Sheathing with Slits

2018 ◽  
Vol 144 (8) ◽  
pp. 04018111 ◽  
Author(s):  
Cheng Yu ◽  
Wenying Zhang ◽  
Guowang Yu ◽  
Jie Wang
Keyword(s):  
Shear Wall ◽  
Steel Shear Wall ◽  
Cold Formed Steel
Sign in / Sign up

Export Citation Format

Share Document