Experimental study on behavior of precast shear wall using post-cast at the connection
- DOI
- 10.2991/iccet-15.2015.206How to use a DOI?
- Keywords
- precast shear walls, post-cast, connection
- Abstract
The seismic behavior of precast concrete structure wall mainly depends on connection of the shear walls, and constrains at edge elements. The strength of concrete in embedded column area is also especially important. This paper explores a mothod of connection for prefabrication that was post-cast at the connection when the precast wall was assembling. To investigate the failure mechanism of this kind of precast shear walls, a precast concrete wall specimen is studied and tested in this paper. Test results indicate that this kind of connection may effectively improve the behavier of precast shear walls, and ensure that the seismic performance of the precast walls can be equated with cast-in-place specimen.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Qing Zhi AU - Jingran Song AU - Zhengxing Guo PY - 2015/11 DA - 2015/11 TI - Experimental study on behavior of precast shear wall using post-cast at the connection BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 1089 EP - 1092 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.206 DO - 10.2991/iccet-15.2015.206 ID - Zhi2015/11 ER -