Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones

To obtain an accurate insight into the behavior of the most realistic steel frames, joint flexibility should be allowed for in the analysis. So far, most research work is concentrated on the linear and geometric nonlinear static analysis of steel frames with flexible connections. Very few papers we...

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Main Authors: Vu Quoc Anh, Nghiem Manh Hien
Format: Article
Language:English
Published: Publishing House for Science and Technology 2003-06-01
Series:Vietnam Journal of Mechanics
Online Access:https://vjs.ac.vn/index.php/vjmech/article/view/6584
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author Vu Quoc Anh
Nghiem Manh Hien
author_facet Vu Quoc Anh
Nghiem Manh Hien
author_sort Vu Quoc Anh
collection DOAJ
description To obtain an accurate insight into the behavior of the most realistic steel frames, joint flexibility should be allowed for in the analysis. So far, most research work is concentrated on the linear and geometric nonlinear static analysis of steel frames with flexible connections. Very few papers were contributed to the dynamic and vibration analysis of these types of frames. This paper proposes a numerical method for geometric nonlinear vibration analysis of frames with semi-rigid connections and rigid-zones. The effect of initial stress due to the applied load is accounted for in the suggested method, which is believed to be more general than the existing methods and does not involve complex calculations.
format Article
id doaj-art-335a61b7be4b45e3bb8b7bf7cc0a05a8
institution DOAJ
issn 0866-7136
2815-5882
language English
publishDate 2003-06-01
publisher Publishing House for Science and Technology
record_format Article
series Vietnam Journal of Mechanics
spelling doaj-art-335a61b7be4b45e3bb8b7bf7cc0a05a82025-08-20T02:55:05ZengPublishing House for Science and TechnologyVietnam Journal of Mechanics0866-71362815-58822003-06-0125210.15625/0866-7136/25/2/6584Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zonesVu Quoc Anh0Nghiem Manh Hien1Faculty of Civil Engineering - Ha Noi Architectural UniversityFaculty of Civil Engineering - Ha Noi Architectural University To obtain an accurate insight into the behavior of the most realistic steel frames, joint flexibility should be allowed for in the analysis. So far, most research work is concentrated on the linear and geometric nonlinear static analysis of steel frames with flexible connections. Very few papers were contributed to the dynamic and vibration analysis of these types of frames. This paper proposes a numerical method for geometric nonlinear vibration analysis of frames with semi-rigid connections and rigid-zones. The effect of initial stress due to the applied load is accounted for in the suggested method, which is believed to be more general than the existing methods and does not involve complex calculations. https://vjs.ac.vn/index.php/vjmech/article/view/6584
spellingShingle Vu Quoc Anh
Nghiem Manh Hien
Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
Vietnam Journal of Mechanics
title Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
title_full Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
title_fullStr Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
title_full_unstemmed Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
title_short Geometric nonlinear vibration analysis of steel frames with semi-rigid connections and rigid-zones
title_sort geometric nonlinear vibration analysis of steel frames with semi rigid connections and rigid zones
url https://vjs.ac.vn/index.php/vjmech/article/view/6584
work_keys_str_mv AT vuquocanh geometricnonlinearvibrationanalysisofsteelframeswithsemirigidconnectionsandrigidzones
AT nghiemmanhhien geometricnonlinearvibrationanalysisofsteelframeswithsemirigidconnectionsandrigidzones