Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements
The grouted precast buildings have great economic superiorities and application potentials. With excessively utilized confinement steels, connecting steels, and steel sleeves, their mechanical properties satisfied the strength requirements. But the capacity calculation approach still remains uncerta...
Saved in:
Main Authors: | Dong-yue Wu, Shu-ting Liang, Zheng-xing Guo, Xiao-jun Zhu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2015-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2015/120759 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Corrigendum to “Analytical Investigation of the Flexural Capacity of Precast Concrete Frames with Hybrid Joints”
by: Ji-Hun Kim, et al.
Published: (2020-01-01) -
Flexural Behavior of Precast Concrete Segmental Box-Girders with Dry Joints
by: Shun Chai, et al.
Published: (2020-01-01) -
Analysis of Flexural Bearing Capacity and Failure Mode of Precast LSFRC Pavement Slab
by: Zi-Jian Wang, et al.
Published: (2022-01-01) -
Insight into the Effect of Adhesive Interface on the Ultimate Capacity of the Double-Superposed Shear Wall
by: Wenying Zhang, et al.
Published: (2018-01-01) -
Analysis on Flexural Capacity of Square Steel Tube Truss Concrete Beams with Grouted Chords
by: Kun Wang, et al.
Published: (2021-01-01)