DSpace
 

KNUSTSpace >
Research Articles >
College of Engineering >

Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11310

Title: A comparative seismic fragility analysis of a multi and single component beam-column joint models
Authors: Adom-Asamoah, Mark
Banahene Osei, Jack
Keywords: beam-column joint
fragility curves
RC frame
seismic demand analysis
Issue Date: 11-Jan-2018
Citation: Adom-Asamoah & Osei, Cogent Engineering (2018), 5: 1426204 https://doi.org/10.1080/23311916.2018.1426204
Abstract: ┬áReliable quantification of joint flexibility of non-ductile RC frames is critical for seismic vulnerability assessment. The issue of super-element joint models causing numerical divergence in non-linear time history analysis of reinforced concrete frames is investigated. The rigid joint assumption and a single rotational spring model are implemented for comparison. Reinforced concrete subassemblies and a one-third scaled frame have been employed for validation. Probabilistic seismic demand analysis indicates that super-element joint model may be less vulnerable relative to the single-component joint model. Furthermore, the shift in fragility function may lie in between the rigid joint and single-component joint modeling schemes, implying non-divergence.
URI: http://hdl.handle.net/123456789/11310
ISSN: 2331-1916
Appears in Collections:College of Engineering

Files in This Item:

File Description SizeFormat
A comparative seismic fragility analysis of a multi and single component beam-column joint models.pdf1.41 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback