Research on Steel-concrete co-working Mechanism of Precast SRCCT Shear Wall

DOI

10.2991/978-94-6463-782-3_8How to use a DOI?

Keywords

green building; prefabricated structure; urban resilience; seismic performance; mechanical mechanism

Abstract

This study introduces a new type of prefabricated steel-reinforced concrete composite (SRCCT) shear wall. The SRCCT shear wall consists of steel composite tubes, concrete inside and outside the tubes, and stud-tie bars. To investigate the seismic performance of the SRCCT shear wall and the working mechanism between steel and concrete, low-cycle repeated load tests were conducted on two full-scale specimens. The results show that the SRCCT shear wall has good load-bearing capacity and deformation ability, achieving a ductile failure mode. Increasing the axial compression ratio enhances the load-bearing capacity of the specimen.

Copyright

© 2025 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Rui Pang
AU  - Xingming Wang
AU  - Longji Dang
PY  - 2025
DA  - 2025/07/04
TI  - Research on Steel-concrete co-working Mechanism of Precast SRCCT Shear Wall
BT  - Proceedings of the 2025 2nd International Conference on Urban Planning and Design (UPD 2025)
PB  - Atlantis Press
SP  - 76
EP  - 82
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-782-3_8
DO  - 10.2991/978-94-6463-782-3_8
ID  - Pang2025
ER  -