Experimental study and finite element analysis of T‐shaped precast shear walls with H‐shaped shear keys
Author:
Affiliation:
1. Department of Civil Engineering Tsinghua University Beijing China
2. Key Laboratory of Civil Engineering Safety and Durability of the China Education Ministry Tsinghua University Beijing China
Funder
National Key Research and Development Program of China
National Natural Science Foundation of China
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3609
Reference24 articles.
1. Numerical investigation of the resistance of precast RC pinned beam-to-column connections under shear loading
2. Seismic Column-to-Footing Connections Using Grouted Splice Sleeves
3. Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Walls
4. Seismic-Resistant Precast Concrete Structures: State of the Art
5. Self-Centering Behavior of Unbonded, Post-Tensioned Precast Concrete Shear Walls
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