Experimental and numerical study on performance of precast concrete wet and dry joints under progressive collapse scenario
Structural collapse events induced by extreme loads have grabbed the attention of building regulatory institutions worldwide. Compared with conventional cast-in-situ reinforced concrete (RC) structures, precast concrete (PC) buildings are more prone to progressive collapse scenario due to inherent w...
Saved in:
Main Authors: | Bao, Yintong, Tan, Kang Hai |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2023
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/170252 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
機構: | Nanyang Technological University |
語言: | English |
相似書籍
-
Progressive collapse assessment of prestressed concrete beams
由: Lin, Haoran, et al.
出版: (2024) -
Strengthening and retrofitting precast concrete buildings to mitigate progressive collapse using externally bonded GFRP strips
由: Qian, Kai, et al.
出版: (2020) -
Progressive collapse behaviour of precast concrete structures with advanced joints
由: Nguyen, Van Hung
出版: (2024) -
Eccentric compression performance of jointed precast concrete-encased concrete-filled steel tube columns with dry connections
由: Zhu, Gaoming, et al.
出版: (2024) -
Managing the embodied carbon of precast concrete columns
由: Peng, W., et al.
出版: (2014)