Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading

This paper presents the comparison of experimental and modelling of hysteresis loops for a corner beam-column joint under lateral cyclic loading. The beam-column joint is a sub-assemblage of a two-story precast school building. The modelled hysteresis loops were carried out using HYSTERES Program us...

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Main Authors: Nor Hayati, Abdul Hamid, Nurfarhana Diyana, A. H., Haryati, Awang
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23397/7/19%20Hysteresis%20loops%20validation%20using%20hysteres%20program%20for%20corner.pdf
http://umpir.ump.edu.my/id/eprint/23397/
https://doi.org/10.1088/1755-1315/244/1/012022
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spelling my.ump.umpir.233972020-01-29T03:10:33Z http://umpir.ump.edu.my/id/eprint/23397/ Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading Nor Hayati, Abdul Hamid Nurfarhana Diyana, A. H. Haryati, Awang TA Engineering (General). Civil engineering (General) This paper presents the comparison of experimental and modelling of hysteresis loops for a corner beam-column joint under lateral cyclic loading. The beam-column joint is a sub-assemblage of a two-story precast school building. The modelled hysteresis loops were carried out using HYSTERES Program using IHYST 44 rule which is under the Ruamoko 2D folder. Modelling of hysteresis loop is one of the important processes in determining the right hysteresis model to be used in predicting the performance of the whole RC building under different level of earthquake excitations. The validation was made by determining the parameters required based on experimental loops and comparing the hysteresis loops and it response in terms of ductility, stiffness and equivalent viscous damping which obtained from both experimental and modelled hysteresis loops. It was found that the program was able to give a good agreement between them with percentage different between 2.68% and 28.49%. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/23397/7/19%20Hysteresis%20loops%20validation%20using%20hysteres%20program%20for%20corner.pdf Nor Hayati, Abdul Hamid and Nurfarhana Diyana, A. H. and Haryati, Awang (2019) Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading. In: IOP Conference Series: Earth and Environmental Science, National Colloquium on Wind and Earthquake Engineering, 17-18 August 2018 , Kuantan, Pahang, Malaysia. pp. 1-7., 244 (012022). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/244/1/012022
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nor Hayati, Abdul Hamid
Nurfarhana Diyana, A. H.
Haryati, Awang
Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
description This paper presents the comparison of experimental and modelling of hysteresis loops for a corner beam-column joint under lateral cyclic loading. The beam-column joint is a sub-assemblage of a two-story precast school building. The modelled hysteresis loops were carried out using HYSTERES Program using IHYST 44 rule which is under the Ruamoko 2D folder. Modelling of hysteresis loop is one of the important processes in determining the right hysteresis model to be used in predicting the performance of the whole RC building under different level of earthquake excitations. The validation was made by determining the parameters required based on experimental loops and comparing the hysteresis loops and it response in terms of ductility, stiffness and equivalent viscous damping which obtained from both experimental and modelled hysteresis loops. It was found that the program was able to give a good agreement between them with percentage different between 2.68% and 28.49%.
format Conference or Workshop Item
author Nor Hayati, Abdul Hamid
Nurfarhana Diyana, A. H.
Haryati, Awang
author_facet Nor Hayati, Abdul Hamid
Nurfarhana Diyana, A. H.
Haryati, Awang
author_sort Nor Hayati, Abdul Hamid
title Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
title_short Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
title_full Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
title_fullStr Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
title_full_unstemmed Hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
title_sort hysteresis loops validation using hysteres program for corner beam-column joints under lateral cyclic loading
publisher IOP Publishing
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/23397/7/19%20Hysteresis%20loops%20validation%20using%20hysteres%20program%20for%20corner.pdf
http://umpir.ump.edu.my/id/eprint/23397/
https://doi.org/10.1088/1755-1315/244/1/012022
_version_ 1657487806746853376
score 13.211869