Experimental study on seismic behaviour of an innovative composite shear wall
To improve the strength and ductility of the core walls in high-rise buildings which would be subjected to combined high axial compressive force and bending moment during the earthquake, an innovative concrete filled double-skin steel-plate composite (CFDSC) wall is proposed. The CFDSC wall is compo...
Saved in:
Main Authors: | Huang, Shao-Teng, Huang, Yan-Sheng, He, An, Tang, Xu-Lin, Chen, Qing-Jun, Liu, Xinpei, Cai, Jian |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Article |
Language: | English |
Published: |
2020
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/140945 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Transverse impact resistance of hollow and concrete filled stainless steel columns
by: Yousuf, M., et al.
Published: (2014) -
Transverse impact resistance of hollow and concrete filled stainless steel columns
by: Yousuf, M., et al.
Published: (2014) -
Impact behaviour of pre-compressed hollow and concrete filled mild and stainless steel columns
by: Yousuf, M., et al.
Published: (2014) -
ULTIMATE STRENGTH BEHAVIOUR OF LIGHTWEIGHT STEEL-CONCRETE-STEEL SANDWICH COMPOSITE PANELS AND WALLS
by: HUANG ZHENYU
Published: (2015) -
Seismic behavior tests of square reinforced concrete-filled steel tube columns connected to RC beam joints
by: Gan, Dan, et al.
Published: (2021)