Finite Element Analysis of Externally Attached Prefabricated RC Wall Panels for Reinforcement of Existing Regular Masonry Structures
- DOI
- 10.2991/978-94-6463-429-7_22How to use a DOI?
- Keywords
- Existing regular masonry structures; precast RC wall panels; seismic reinforcement
- Abstract
Aiming at the characteristics of existing regular masonry structures dominated by the first vibration mode deformation, a two-dimensional practical simplified calculation method for seismic strengthening using prefabricated RC wall panels is given by the continuum approach. In this paper, the masonry reinforced with prefabricated RC wall panels is analysed using finite element analysis to demonstrate the effectiveness and applicability of this method. Combining the existing relevant experimental data and previous research results, this paper gives the performance-based design objectives and corresponding standards for existing regular masonry structures. This paper provides a simple and practical calculation and analysis method for the seismic strengthening design of existing regular masonry structures, which are widely used in China.
- Copyright
- © 2024 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.
Cite this article
TY - CONF AU - Aiping Zheng AU - Yanling Zhai PY - 2024 DA - 2024/06/07 TI - Finite Element Analysis of Externally Attached Prefabricated RC Wall Panels for Reinforcement of Existing Regular Masonry Structures BT - Proceedings of the 2024 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024) PB - Atlantis Press SP - 203 EP - 209 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-429-7_22 DO - 10.2991/978-94-6463-429-7_22 ID - Zheng2024 ER -