The Plastic Deformation Capacity of Structural Steel Members under Seismic Action

The paper describes a calculus procedure to determine the elastic--plastic rotation capacity of steel structural members. The rotation capacity calculus is very important for the design of steel structures exposed to seismic action. The calculus procedure is based on the equivalent elastic--plastic...

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Bibliographic Details
Main Author:	Daniela Preda
Format:	Article
Language:	English
Published:	Gheorghe Asachi Technical University of Jassy 2007-01-01
Series:	Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section
Subjects:	-
Online Access:	http://www.ce.tuiasi.ro/~bipcons/Archive/82.pdf

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spelling	doaj-9f8e98bc3d4e412ea3193c5ca866fec32020-11-24T22:59:11ZengGheorghe Asachi Technical University of JassyBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section1224-38842007-01-01LIII (LVII)1-2 3544The Plastic Deformation Capacity of Structural Steel Members under Seismic Action Daniela PredaThe paper describes a calculus procedure to determine the elastic--plastic rotation capacity of steel structural members. The rotation capacity calculus is very important for the design of steel structures exposed to seismic action. The calculus procedure is based on the equivalent elastic--plastic bending moment. This calculus procedure was applied on two types of structural members (beams, columns). http://www.ce.tuiasi.ro/~bipcons/Archive/82.pdf-
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Daniela Preda
spellingShingle	Daniela Preda The Plastic Deformation Capacity of Structural Steel Members under Seismic Action Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section -
author_facet	Daniela Preda
author_sort	Daniela Preda
title	The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
title_short	The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
title_full	The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
title_fullStr	The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
title_full_unstemmed	The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
title_sort	plastic deformation capacity of structural steel members under seismic action
publisher	Gheorghe Asachi Technical University of Jassy
series	Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section
issn	1224-3884
publishDate	2007-01-01
description	The paper describes a calculus procedure to determine the elastic--plastic rotation capacity of steel structural members. The rotation capacity calculus is very important for the design of steel structures exposed to seismic action. The calculus procedure is based on the equivalent elastic--plastic bending moment. This calculus procedure was applied on two types of structural members (beams, columns).
topic	-
url	http://www.ce.tuiasi.ro/~bipcons/Archive/82.pdf
work_keys_str_mv	AT danielapreda theplasticdeformationcapacityofstructuralsteelmembersunderseismicaction AT danielapreda plasticdeformationcapacityofstructuralsteelmembersunderseismicaction
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The Plastic Deformation Capacity of Structural Steel Members under Seismic Action

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