Failure Modes and Damage Processes of Vulnerable Stories in SRC-RC Hybrid Frames
Publication: Journal of Performance of Constructed Facilities
Volume 33, Issue 5
Abstract
For steel-reinforced concrete (SRC)–reinforced concrete (RC) hybrid frame structure, damage always appears in the transfer position of the section configuration from SRC to RC. To explore the failure modes and damage processes of vulnerable stories in SRC-RC hybrid frame structures, two SRC-RC frames, one only composed of the SRC-RC hybrid frame and the other filled with masonry walls, are tested quasi-statically. The damage index of the whole structure and structural members is calculated using the Park-Ang model. Furthermore, a weighted combination method to calculate the entire frame damage using the local members’ damage indexes is proposed in this paper based on redundancy theory. Finally, the weighted combination method is well matched with the Entire method according to the testing result. According to damage distribution for each structural member in vulnerable stories, some strengthen methods and construction measures are suggested.
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Acknowledgments
This study was financially supported by the National Natural Science Foundation of China (NSFC) (Grant No. 51208175) and China Scholarship Council (CSC) (Grant No. 20180670149).
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Published In
Journal of Performance of Constructed Facilities
Volume 33 • Issue 5 • October 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Aug 3, 2018
Accepted: Feb 19, 2019
Published online: Aug 1, 2019
Published in print: Oct 1, 2019
Discussion open until: Jan 1, 2020
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