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Constant yield displacement procedure for seismic evaluation of existing structures

Research output: Contribution to journalArticle

  • Anastasios Tsiavos
  • Božidar Stojadinović
Original languageEnglish
Pages (from-to)2137-2164
Number of pages28
JournalBulletin of Earthquake Engineering
Volume17
Issue number4
Early online date14 Dec 2018
DOIs
DateSubmitted - 16 Apr 2018
DateAccepted/In press - 29 Nov 2018
DateE-pub ahead of print - 14 Dec 2018
DatePublished (current) - 15 Apr 2019

Abstract

The starting point of the proposed procedure for seismic evaluation of existing structures is that the yield displacement of a structure in flexure is constant and that it depends only on the yield strain of the yielding material and the geometrical characteristics of the structure, not on the yield strength of that structure. The fundamental vibration period of the structure is, thus the dependent variable derived from the estimated yield strength and yield displacement of the structure. To facilitate an evaluation of the maximum inelastic deformation of an existing structure using a corresponding single-degree-of-freedom system approach, a new relation between the yield strength (defined using a new yield strength reduction factor) and the displacement ductility demand of a corresponding single-degree-of-freedom system is proposed. This relation is consistent with the constant yield displacement assumption and characterizes the relevant properties of the structure using the yield strain of its yield material, its aspect ratio and its size. The proposed Constant-Yield-Displacement-Evaluation (CYDE) procedure for seismic evaluation of existing structures has four steps. Given an existing structure, its seismic hazard environment, and an estimate of its strength, the CYDE procedure estimates the displacement ductility demand, i.e. the maximum inelastic displacement, the structure may experience at the examined seismic hazard levels. The proposed CYDE evaluation procedure is similar to the current constant-period procedures, but provides a more realistic estimate of the displacement ductility demand for stiff structures, enabling a more accurate seismic assessment of numerous existing structures.

    Research areas

  • Constant yield displacement, Displacement-based method, Seismic evaluation

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    Rights statement: This is the final published version of the article (version of record). It first appeared online via Springer Link at https://doi.org/10.1007/s10518-018-00532-w . Please refer to any applicable terms of use of the publisher.

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