Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures

Qi Shi; Yan Chen; Ting Guo; Yue Yang; Liyan Xu

doi:10.1007/978-981-96-9626-0_56

Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures

Qi Shi
, Yan Chen
, Ting Guo^*
, Yue Yang
, Liyan Xu

^*Corresponding author for this work

School of Transportation Science and Engineering

Chinergy Co., Ltd.
Beihang University

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

Abstract

The concrete-filled double-skin steel tubular (CFDST) structure can effectively prevent structural damage caused by high temperature, high pressure, and vibration, and ensure the integrity of the plant throughout its service life. However, in the engineering application of CFDST to reactor pressure vessels, the seismic performance of CFDST columns characterized by large structural scale, high hollow ratio, and low steel ratio has not been fully stressed. In this study, a 1/8-scaled specimen was designed for cyclic loading test. The hysteresis curve is analyzed. Then, a refined finite element model is established to study the seismic performance of CFDSTs.

Original language	English
Title of host publication	Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering
Editors	Yang-Gang Zhao, Chengshun Xu, Fengjuan Chen, Zilan Zhong, Huiquan Miao, Bu Zhang
Publisher	Springer Science and Business Media Deutschland GmbH
Pages	680-683
Number of pages	4
ISBN (Print)	9789819696253
DOIs	https://doi.org/10.1007/978-981-96-9626-0_56
State	Published - 2025
Event	9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, ISLIEE 2024 - Beijing, China Duration: 19 Sep 2024 → 21 Sep 2024

Publication series

Name	Lecture Notes in Civil Engineering
Volume	721 LNCE
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, ISLIEE 2024
Country/Territory	China
City	Beijing
Period	19/09/24 → 21/09/24

Keywords

Double steel plate-concrete composite tubular structures
Experimental tests
Numerical simulation
Seismic performance

Access to Document

10.1007/978-981-96-9626-0_56

Cite this

Shi, Q., Chen, Y., Guo, T., Yang, Y., & Xu, L. (2025). Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures. In Y.-G. Zhao, C. Xu, F. Chen, Z. Zhong, H. Miao, & B. Zhang (Eds.), Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering (pp. 680-683). (Lecture Notes in Civil Engineering; Vol. 721 LNCE). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-981-96-9626-0_56

Shi, Qi ; Chen, Yan ; Guo, Ting et al. / Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures. Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering. editor / Yang-Gang Zhao ; Chengshun Xu ; Fengjuan Chen ; Zilan Zhong ; Huiquan Miao ; Bu Zhang. Springer Science and Business Media Deutschland GmbH, 2025. pp. 680-683 (Lecture Notes in Civil Engineering).

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title = "Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures",

abstract = "The concrete-filled double-skin steel tubular (CFDST) structure can effectively prevent structural damage caused by high temperature, high pressure, and vibration, and ensure the integrity of the plant throughout its service life. However, in the engineering application of CFDST to reactor pressure vessels, the seismic performance of CFDST columns characterized by large structural scale, high hollow ratio, and low steel ratio has not been fully stressed. In this study, a 1/8-scaled specimen was designed for cyclic loading test. The hysteresis curve is analyzed. Then, a refined finite element model is established to study the seismic performance of CFDSTs.",

keywords = "Double steel plate-concrete composite tubular structures, Experimental tests, Numerical simulation, Seismic performance",

author = "Qi Shi and Yan Chen and Ting Guo and Yue Yang and Liyan Xu",

note = "Publisher Copyright: {\textcopyright} The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.; 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, ISLIEE 2024 ; Conference date: 19-09-2024 Through 21-09-2024",

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language = "英语",

isbn = "9789819696253",

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publisher = "Springer Science and Business Media Deutschland GmbH",

pages = "680--683",

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Shi, Q, Chen, Y, Guo, T, Yang, Y & Xu, L 2025, Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures. in Y-G Zhao, C Xu, F Chen, Z Zhong, H Miao & B Zhang (eds), Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering. Lecture Notes in Civil Engineering, vol. 721 LNCE, Springer Science and Business Media Deutschland GmbH, pp. 680-683, 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, ISLIEE 2024, Beijing, China, 19/09/24. https://doi.org/10.1007/978-981-96-9626-0_56

Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures. / Shi, Qi; Chen, Yan; Guo, Ting et al.
Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering. ed. / Yang-Gang Zhao; Chengshun Xu; Fengjuan Chen; Zilan Zhong; Huiquan Miao; Bu Zhang. Springer Science and Business Media Deutschland GmbH, 2025. p. 680-683 (Lecture Notes in Civil Engineering; Vol. 721 LNCE).

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

TY - GEN

T1 - Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures

AU - Shi, Qi

AU - Chen, Yan

AU - Guo, Ting

AU - Yang, Yue

AU - Xu, Liyan

N1 - Publisher Copyright: © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.

PY - 2025

Y1 - 2025

N2 - The concrete-filled double-skin steel tubular (CFDST) structure can effectively prevent structural damage caused by high temperature, high pressure, and vibration, and ensure the integrity of the plant throughout its service life. However, in the engineering application of CFDST to reactor pressure vessels, the seismic performance of CFDST columns characterized by large structural scale, high hollow ratio, and low steel ratio has not been fully stressed. In this study, a 1/8-scaled specimen was designed for cyclic loading test. The hysteresis curve is analyzed. Then, a refined finite element model is established to study the seismic performance of CFDSTs.

AB - The concrete-filled double-skin steel tubular (CFDST) structure can effectively prevent structural damage caused by high temperature, high pressure, and vibration, and ensure the integrity of the plant throughout its service life. However, in the engineering application of CFDST to reactor pressure vessels, the seismic performance of CFDST columns characterized by large structural scale, high hollow ratio, and low steel ratio has not been fully stressed. In this study, a 1/8-scaled specimen was designed for cyclic loading test. The hysteresis curve is analyzed. Then, a refined finite element model is established to study the seismic performance of CFDSTs.

KW - Double steel plate-concrete composite tubular structures

KW - Experimental tests

KW - Numerical simulation

KW - Seismic performance

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DO - 10.1007/978-981-96-9626-0_56

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SN - 9789819696253

T3 - Lecture Notes in Civil Engineering

SP - 680

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BT - Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering

A2 - Zhao, Yang-Gang

A2 - Xu, Chengshun

A2 - Chen, Fengjuan

A2 - Zhong, Zilan

A2 - Miao, Huiquan

A2 - Zhang, Bu

PB - Springer Science and Business Media Deutschland GmbH

T2 - 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering, ISLIEE 2024

Y2 - 19 September 2024 through 21 September 2024

ER -

Shi Q, Chen Y, Guo T, Yang Y , Xu L. Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures. In Zhao YG, Xu C, Chen F, Zhong Z, Miao H, Zhang B, editors, Proceeding of the 9th International Symposium on Lifeline and Infrastructure Earthquake Engineering. Springer Science and Business Media Deutschland GmbH. 2025. p. 680-683. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-96-9626-0_56

Experimental and Simulation Study on Seismic Performance of Double Steel Plate-Concrete Composite Tubular Structures

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