A Fibre-Based Frame Element with Explicit Consideration of Bond-Slip Effects

Reinforced concrete (RC) frames subjected to seismic loading often depict localized member-end deformations due to strain penetration effects between adjacent members, such as beam-column and column-footing joints. Past experimental programs indicate that the bond-slip deformations occurring at the...

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Bibliographic Details
Main Author: Sousa, Romain (author)
Other Authors: Correia, António A. (author), Almeida, João P. (author), Pinho, Rui (author)
Format: conferenceObject
Language:eng
Published: 2020
Subjects:
Bond-slip
Reinforced concrete
Frame
Nonlinear analysis
Online Access:http://hdl.handle.net/10400.8/4691
Country:Portugal
Oai:oai:iconline.ipleiria.pt:10400.8/4691

Internet

http://hdl.handle.net/10400.8/4691

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