eprintid: 9103
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/91/03
datestamp: 2023-11-09 16:21:03
lastmod: 2023-11-09 16:21:03
status_changed: 2023-11-09 16:14:16
type: article
metadata_visibility: show
creators_name: Toloue, I.
creators_name: Liew, M.S.
creators_name: Harahap, I.S.H.
title: The effect of element types on force analogy method analysis
ispublished: pub
keywords: Element type; Euler-Bernoulli; Force analogy method; Method analysis; Nonlinear; Northridge; Portal frame; Seismic ground motions; Seismic Performance; Timoshenko, Earthquakes
note: cited By 4
abstract: In this study, the seismic performance of a 2D portal frame subjected to the recorded seismic ground motions of the Northridge 1994 earthquake was evaluated by the force analogy method (FAM) with different element types. To increase the accuracy of FAM, Timoshenko (TS) elements were employed instead of the classical Euler Bernoulli (EB) elements, to revert the shear deformations that are neglected in EB elements. To perform evaluation, the same material and section properties were considered and the same portal frame was analyzed with different element lengths, from 0.5 to 7.0 m in 0.5 m steps. © 2017 Published by ITB Journal Publisher.
date: 2017
publisher: Institute for Research and Community Services, Institut Teknologi Bandung
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85041298966&doi=10.5614%2fj.eng.technol.sci.2017.49.6.6&partnerID=40&md5=1d3a32611cc61ceb6fd95d3443785502
id_number: 10.5614/j.eng.technol.sci.2017.49.6.6
full_text_status: none
publication: Journal of Engineering and Technological Sciences
volume: 49
number: 6
pagerange: 785-798
refereed: TRUE
issn: 23375779
citation:   Toloue, I. and Liew, M.S. and Harahap, I.S.H.  (2017) The effect of element types on force analogy method analysis.  Journal of Engineering and Technological Sciences, 49 (6).  pp. 785-798.  ISSN 23375779