Strengthening and retrofitting precast concrete buildings to mitigate progressive collapse using externally bonded GFRP strips
Compared to cast-in-situ RC buildings, precast concrete (PC) buildings may have lower redundancy and integrity depending on their construction methods and the types of beam-to-column connection. In this study, a series of multipanel PC beam-column-slab substructures were tested to evaluate the perf...
Saved in:
Main Authors: | Qian, Kai, Li, Bing |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Article |
Language: | English |
Published: |
2020
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/144090 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Experimental and numerical study on performance of precast concrete wet and dry joints under progressive collapse scenario
by: Bao, Yintong, et al.
Published: (2023) -
Progressive collapse behaviour of precast concrete structures with advanced joints
by: Nguyen, Van Hung
Published: (2024) -
Progressive collapse assessment of prestressed concrete beams
by: Lin, Haoran, et al.
Published: (2024) -
Effects of infilled wall opening on load resisting capacity of RC frames to mitigate progressive collapse risk
by: Qian, Kai, et al.
Published: (2022) -
Improving behavior of reinforced concrete frames to resist progressive collapse through steel bracings
by: Qian, Kai, et al.
Published: (2020)