Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/159632
Title: Experimental tests of steel frames with different beam-column connections under falling debris impact
Authors: Wang, Hao
Tan, Kang Hai
Yang, Bo
Keywords: Engineering::Civil engineering
Issue Date: 2020
Source: Wang, H., Tan, K. H. & Yang, B. (2020). Experimental tests of steel frames with different beam-column connections under falling debris impact. Journal of Structural Engineering, 146(1), 04019183-. https://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002469
Journal: Journal of Structural Engineering
Abstract: Falling debris may initiate or promote the progressive collapse of a structure. To mitigate progressive collapse under falling debris impact, steel frames with five types of beam-column connections were tested. Both single and multiple impacts were applied to each specimen to obtain dynamic responses, load-resisting mechanisms, and impact resistance. The results showed that a typical impact process was divided into three stages. The falling debris impact was mainly resisted by the inertia effect in the initial stage and by deformation in subsequent stages. The majority of the external work applied to the system was absorbed by bending deformation, especially by the plastic rotation at midspan of the beam. All the specimens had the same global deformation shape under the midspan impact scenario. The evolution of catenary action in specimens with different beam-column connections was similar. Catenary action was shown to significantly improve the load-carrying capacity and energy absorption in specimens with high levels of rotational ductility. Greater load-carrying capacity did not offer greater impact resistance. Load-carrying capacity and ductility both played a significant role in the energy absorption capability of the specimens.
URI: https://hdl.handle.net/10356/159632
ISSN: 0733-9445
DOI: 10.1061/(ASCE)ST.1943-541X.0002469
Schools: School of Civil and Environmental Engineering 
Rights: © 2020 American Society of Civil Engineers. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

SCOPUSTM   
Citations 20

21
Updated on Sep 17, 2023

Web of ScienceTM
Citations 20

19
Updated on Sep 23, 2023

Page view(s)

35
Updated on Sep 23, 2023

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.