Seismic Performance of Grille-Type Steel Plate Concrete Composite Walls with Application in a Super-High-Rise Building
The grille-type steel plate concrete composite wall (GSPCW) is an innovative shear wall system that mainly consists of steel faceplates, steel tie plates and infilled concrete. Compared to traditional steel plate concrete composite shear walls, the advantages of GSPCW walls include: (1) relatively h...
Main Authors: | Yang Liu, Hao Wu, Qiao Yu, Yun Li, Jianan Li, Lingzhi Li |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-08-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/11/16/7580 |
Similar Items
-
Investigation of Seismic Performance for Low-Rise RC Buildings with Different Patterns of Infill Walls
by: Saharat Saengyuan, et al.
Published: (2022-09-01) -
Methodical Investigations on Seismic Retrofitting of Steel Plate Shear Wall Systems
by: Tadeh Zirakian
Published: (2024-01-01) -
Effect of Column Flexural Stiffnesses on the Seismic Performance of Stiffened Steel Plate Shear Walls
by: Jianian He, et al.
Published: (2022-11-01) -
Global Retrofitting Strategies for an Existing Three-storied RC School Building in Mandalay, Myanmar
by: Thiri Thwe, et al.
Published: (2020-09-01) -
Seismic Performance of U-Shaped Connection for Prefabricated Steel Plate Shear Wall
by: Xun Zhang, et al.
Published: (2024-01-01)