Post-earthquake fire behaviour of composite steel-framed structures

R. Suwondo; M. Gillie; C. Bailey; L. Cunningham

Post-earthquake fire behaviour of composite steel-framed structures

R. Suwondo, M. Gillie, C. Bailey, L. Cunningham

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

1 Citation (Scopus)

Abstract

This paper utilises a 3D numerical model to simulate behaviour of composite steel frames in fire following earthquake. The aim of this study is to provide insight into the effect of prior earthquake damage on structural behaviour in fire. It compares structural behaviour of the frame in two different conditions, Fire in normal conditions (F) and Post-Earthquake Fire (PEF). The earthquake analysis is performed using pushover analysis and then is followed by fire analysis using the Eurocode parametric fire. Additionally the effect of fire insulation delamination during earthquake is also taken into account. The contrast in behaviour of the two conditions is presented and explained.

Original language	English
Title of host publication	Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017
Editors	Martin Gillie, Yong Wang
Publisher	CRC Press
Pages	385-393
Number of pages	9
ISBN (Print)	9781138092914
Publication status	Published - 1 Jan 2018
Externally published	Yes
Event	International Conference of Applications of Structural Fire Engineering, ASFE 2017 - Manchester, United Kingdom Duration: 7 Sept 2017 → 8 Sept 2017

Publication series

Name	Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

Conference

Conference	International Conference of Applications of Structural Fire Engineering, ASFE 2017
Country/Territory	United Kingdom
City	Manchester
Period	7/09/17 → 8/09/17

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SDG 11 Sustainable Cities and Communities

Cite this

Suwondo, R., Gillie, M., Bailey, C., & Cunningham, L. (2018). Post-earthquake fire behaviour of composite steel-framed structures. In M. Gillie, & Y. Wang (Eds.), Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017 (pp. 385-393). (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017). CRC Press.

Suwondo, R. ; Gillie, M. ; Bailey, C. et al. / Post-earthquake fire behaviour of composite steel-framed structures. Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. editor / Martin Gillie ; Yong Wang. CRC Press, 2018. pp. 385-393 (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

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title = "Post-earthquake fire behaviour of composite steel-framed structures",

abstract = "This paper utilises a 3D numerical model to simulate behaviour of composite steel frames in fire following earthquake. The aim of this study is to provide insight into the effect of prior earthquake damage on structural behaviour in fire. It compares structural behaviour of the frame in two different conditions, Fire in normal conditions (F) and Post-Earthquake Fire (PEF). The earthquake analysis is performed using pushover analysis and then is followed by fire analysis using the Eurocode parametric fire. Additionally the effect of fire insulation delamination during earthquake is also taken into account. The contrast in behaviour of the two conditions is presented and explained.",

author = "R. Suwondo and M. Gillie and C. Bailey and L. Cunningham",

year = "2018",

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language = "English",

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series = "Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017",

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pages = "385--393",

editor = "Martin Gillie and Yong Wang",

booktitle = "Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017",

address = "Netherlands",

note = "International Conference of Applications of Structural Fire Engineering, ASFE 2017 ; Conference date: 07-09-2017 Through 08-09-2017",

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Suwondo, R, Gillie, M, Bailey, C & Cunningham, L 2018, Post-earthquake fire behaviour of composite steel-framed structures. in M Gillie & Y Wang (eds), Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017, CRC Press, pp. 385-393, International Conference of Applications of Structural Fire Engineering, ASFE 2017, Manchester, United Kingdom, 7/09/17.

Post-earthquake fire behaviour of composite steel-framed structures. / Suwondo, R.; Gillie, M.; Bailey, C. et al.
Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. ed. / Martin Gillie; Yong Wang. CRC Press, 2018. p. 385-393 (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

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

TY - GEN

T1 - Post-earthquake fire behaviour of composite steel-framed structures

AU - Suwondo, R.

AU - Gillie, M.

AU - Bailey, C.

AU - Cunningham, L.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - This paper utilises a 3D numerical model to simulate behaviour of composite steel frames in fire following earthquake. The aim of this study is to provide insight into the effect of prior earthquake damage on structural behaviour in fire. It compares structural behaviour of the frame in two different conditions, Fire in normal conditions (F) and Post-Earthquake Fire (PEF). The earthquake analysis is performed using pushover analysis and then is followed by fire analysis using the Eurocode parametric fire. Additionally the effect of fire insulation delamination during earthquake is also taken into account. The contrast in behaviour of the two conditions is presented and explained.

AB - This paper utilises a 3D numerical model to simulate behaviour of composite steel frames in fire following earthquake. The aim of this study is to provide insight into the effect of prior earthquake damage on structural behaviour in fire. It compares structural behaviour of the frame in two different conditions, Fire in normal conditions (F) and Post-Earthquake Fire (PEF). The earthquake analysis is performed using pushover analysis and then is followed by fire analysis using the Eurocode parametric fire. Additionally the effect of fire insulation delamination during earthquake is also taken into account. The contrast in behaviour of the two conditions is presented and explained.

UR - https://www.scopus.com/pages/publications/85058113656

M3 - Conference contribution

AN - SCOPUS:85058113656

SN - 9781138092914

T3 - Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

SP - 385

EP - 393

BT - Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

A2 - Gillie, Martin

A2 - Wang, Yong

PB - CRC Press

T2 - International Conference of Applications of Structural Fire Engineering, ASFE 2017

Y2 - 7 September 2017 through 8 September 2017

ER -

Suwondo R, Gillie M, Bailey C, Cunningham L. Post-earthquake fire behaviour of composite steel-framed structures. In Gillie M, Wang Y, editors, Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. CRC Press. 2018. p. 385-393. (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

Post-earthquake fire behaviour of composite steel-framed structures

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