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Output details

15 - General Engineering

University of East London

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Output 23 of 28 in the submission

Article title

Seismic response of steel fibre reinforced concrete beam-column joints

Type

D - Journal article

DOI

10.1016/j.engstruct.2013.10.046

Title of journal

Engineering Structures

Article number

N/a

Volume number

N/a

Issue number

N/a

First page of article

n/a

ISSN of journal

0141-0296

Year of publication

2013

URL

http://hdl.handle.net/10552/3301

Number of additional authors

Additional information

3D nonlinear numerical simulations were carried out to study structural behaviour of steel fibre reinforced concrete beam-column joints under seismic action. Both exterior and interior joint types were examined, which were subjected to reversed-cyclic loading combined with gravity loads on the columns. Different steel fibre ratios, coupled with increased spacing of shear links, were studied to assess potential for fibres to reduce the amount of conventional transverse steel reinforcement. This is highly desirable for joints designed to withstand seismic loading, as code requirements (e.g. Eurocode 8) lead to high amounts of conventional reinforcement, provided to protect critical regions.

Interdisciplinary

Cross-referral requested

Research group

2 - Design, Materials, Engineering & Manufacturing (DMEM)

Proposed double-weighted

Double-weighted statement

Reserve for a double-weighted output

Non-English

English abstract