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Plastic analysis-based seismic design method to control the weak storey behaviour of concentrically braced steel frames

Abstract : This article focuses on the likelihood of the weak storey behaviour and the weak storey collapse of diagonally concentrically braced frames designed according to Eurocode 8 provisions. The emphasis is primarily put on the nature and development of the weak storey behaviour in order to designate the effects that shall be taken into account in an effective design procedure. In a second stage, the focus is on developing supplementary conditions to Eurocode 8 based on plastic analysis that can enhance the designs by preventing the occurrence of weak storeys. © 2016 Elsevier Ltd. All rights reserved.
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https://hal-univ-rennes1.archives-ouvertes.fr/hal-01371982
Contributor : Laurent Jonchère <>
Submitted on : Monday, September 26, 2016 - 4:40:13 PM
Last modification on : Thursday, April 16, 2020 - 3:44:02 PM

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D.B. Merczel, J.-M. Aribert, H. Somja, Mohammed Hjiaj. Plastic analysis-based seismic design method to control the weak storey behaviour of concentrically braced steel frames. Journal of Constructional Steel Research, Elsevier, 2016, 125, pp.142--163. ⟨10.1016/j.jcsr.2016.05.008⟩. ⟨hal-01371982⟩

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