Piecewise Function Hysteretic Model for Cold-Formed Steel Shear Walls with Reinforced End Studs
Cold-formed steel (CFS) shear walls with concrete-filled rectangular steel tube (CFRST) columns as end studs can upgrade the performance of mid-rise CFS structures, such as the vertical bearing capacity, anti-overturning ability, shear strength, and fire resistance properties, thereby enhancing the...
Main Authors: | Jihong Ye, Xingxing Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2017-01-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | http://www.mdpi.com/2076-3417/7/1/94 |
Similar Items
-
Hysteretic stressing state features of RCB shear walls revealed by structural stressing state theory
by: Yan Zhao, et al.
Published: (2021-12-01) -
Research on Hysteretic Performance of Steel Reinforced Concrete T-shaped Column
by: Zhang Shuai, et al.
Published: (2016-01-01) -
Hysteretic Behavior of Steel Reinforced Concrete Columns Based on Damage Analysis
by: Bin Wang, et al.
Published: (2019-02-01) -
Study on Seismic Performance and Damage Analysis of Steel Plate Shear Wall with Partially Encased Composite (PEC) Columns
by: Zhanzhong Yin, et al.
Published: (2019-03-01) -
Soil Dynamic Constitutive Model for Characterizing the Nonlinear-Hysteretic Response
by: Song-Hun Chong
Published: (2017-10-01)