Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling

Atsushi Suzuki; Yoshihiro Kimura

Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling

ENG - Architecture and Building Science

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.

Original language	English
Title of host publication	Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
Editors	Viorel Ungureanu, Dan Dubina
Publisher	European Convention for Constructional Steelwork
Pages	811-818
Number of pages	8
ISBN (Electronic)	9789291471331
Publication status	Published - 2016
Event	International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 - Timisoara, Romania Duration: 2016 May 30 → 2016 Jun 1

Publication series

Name	Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

Conference

Conference	International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
Country/Territory	Romania
City	Timisoara
Period	16/5/30 → 16/6/1

Cite this

Suzuki, A., & Kimura, Y. (2016). Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. In V. Ungureanu, & D. Dubina (Eds.), Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 (pp. 811-818). (Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016). European Convention for Constructional Steelwork.

Suzuki, Atsushi ; Kimura, Yoshihiro. / Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. editor / Viorel Ungureanu ; Dan Dubina. European Convention for Constructional Steelwork, 2016. pp. 811-818 (Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016).

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title = "Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling",

abstract = "In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.",

author = "Atsushi Suzuki and Yoshihiro Kimura",

note = "Publisher Copyright: Copyright {\textcopyright}: SDSS'2016.; International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 ; Conference date: 30-05-2016 Through 01-06-2016",

year = "2016",

language = "English",

series = "Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016",

publisher = "European Convention for Constructional Steelwork",

pages = "811--818",

editor = "Viorel Ungureanu and Dan Dubina",

booktitle = "Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016",

}

Suzuki, A & Kimura, Y 2016, Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. in V Ungureanu & D Dubina (eds), Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016, European Convention for Constructional Steelwork, pp. 811-818, International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016, Timisoara, Romania, 16/5/30.

Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. / Suzuki, Atsushi ; Kimura, Yoshihiro.
Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. ed. / Viorel Ungureanu; Dan Dubina. European Convention for Constructional Steelwork, 2016. p. 811-818 (Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling

AU - Suzuki, Atsushi

AU - Kimura, Yoshihiro

PY - 2016

Y1 - 2016

N2 - In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.

AB - In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.

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M3 - Conference contribution

AN - SCOPUS:85010765014

T3 - Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

SP - 811

EP - 818

BT - Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

A2 - Ungureanu, Viorel

A2 - Dubina, Dan

PB - European Convention for Constructional Steelwork

T2 - International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

Y2 - 30 May 2016 through 1 June 2016

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Suzuki A , Kimura Y. Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. In Ungureanu V, Dubina D, editors, Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. European Convention for Constructional Steelwork. 2016. p. 811-818. (Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016).

Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling

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