Dynamic Behavior of Precast Concrete Beam-Column Sub-Assemblages with High Performance Connections Subjected to Sudden Column Removal Scenario
Qian, K., Hu, H., Fu, F. 
ORCID: 0000-0002-9176-8159 & Deng, X. (2020).
Dynamic Behavior of Precast Concrete Beam-Column Sub-Assemblages with High Performance Connections Subjected to Sudden Column Removal Scenario.
In: Soules, J. G. (Ed.),
Structures Congress 2020.
(pp. 467-474). Virginia, USA: ASCE.
Abstract
Unbonded posttensioned precast concrete (UPPC) structure has shown its excellent aseismic performance in laboratory tests and earthquake investigation. However, the progressive collapse behavior of UPPC subjected to column removal scenario is still unclear. To fill this knowledge gap, two 1/2 scaled UPPC beam-column sub-assemblages were tested under a penultimate column removal scenario. The dynamic test results indicated that UPPC sub-assemblages have desirable load redistribution capacity to mitigate progressive collapse. The failure modes of the sub-assemblages observed in dynamic test were quite similar to that in static counterparts.
| Publication Type: | Book Section |
|---|---|
| Additional Information: | This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/abs/10.1061/9780784482896.043. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Departments: | School of Science & Technology > Engineering |
Download (1MB) | Preview
Export
Downloads
Downloads per month over past year
Metadata
MetadataActions (login required)
Admin Login