Simulation of reinforced concrete short shear walls subjected to seismic loading

Khuong Le Nguyen; Ba Tam Truong; Minh Quyen Cao

doi:10.1007/978-981-10-6713-6_24

Simulation of reinforced concrete short shear walls subjected to seismic loading

Khuong Le Nguyen, Ba Tam Truong, Minh Quyen Cao

Research output: A Conference proceeding or a Chapter in Book › Conference contribution › peer-review

Abstract

This paper addresses the strength and deformation capacity of shear wall subjected to seismic loading using experiments and analysis. Two low-rise shear walls, with the same section design and the same aspect ratio (height/length) of 0.4 have been submitted to pseudo-dynamic (PSD) tests conducted at the ELSA laboratory of the Joint Research Centre are presented. Simulation of the behavior of the shear wall retrofitted by CFRP is accurately predicted by finite element modeling. The accuracy of modeling is confirmed by comparing the simulated response with experimental one.

Original language	English
Title of host publication	CIGOS 2017
Subtitle of host publication	Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures
Editors	Hoangy-Hung Tran-Nguyen, Henry Wong, Frederic Ragueneau, Cuong Ha-Minh
Place of Publication	Singapore
Publisher	Springer
Pages	254-262
Number of pages	9
Edition	1
ISBN (Electronic)	9789811067136
ISBN (Print)	9789811067129
DOIs	https://doi.org/10.1007/978-981-10-6713-6_24
Publication status	Published - 2018
Externally published	Yes
Event	4th Conference on Geotechnics, Civil Engineering Works and Structures CIGOS 2017 - Ho Chi Minh City, Ho Chi Minh City, Viet Nam Duration: 26 Oct 2017 → 27 Oct 2017 https://cigos2017.sciencesconf.org/#:~:text=The%20main%20objectives%20of%20CIGOS,as%20technical%20and%20economic%20exchanges.

Publication series

Name	Lecture Notes in Civil Engineering
Volume	8
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	4th Conference on Geotechnics, Civil Engineering Works and Structures CIGOS 2017
Abbreviated title	CIGOS 2017
Country/Territory	Viet Nam
City	Ho Chi Minh City
Period	26/10/17 → 27/10/17
Internet address	https://cigos2017.sciencesconf.org/#:~:text=The%20main%20objectives%20of%20CIGOS,as%20technical%20and%20economic%20exchanges.

Access to Document

10.1007/978-981-10-6713-6_24

Cite this

Le Nguyen, K., Truong, B. T., & Cao, M. Q. (2018). Simulation of reinforced concrete short shear walls subjected to seismic loading. In H-H. Tran-Nguyen, H. Wong, F. Ragueneau, & C. Ha-Minh (Eds.), CIGOS 2017: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures (1 ed., pp. 254-262). (Lecture Notes in Civil Engineering; Vol. 8). Springer. https://doi.org/10.1007/978-981-10-6713-6_24

Le Nguyen, Khuong ; Truong, Ba Tam ; Cao, Minh Quyen. / Simulation of reinforced concrete short shear walls subjected to seismic loading. CIGOS 2017: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures. editor / Hoangy-Hung Tran-Nguyen ; Henry Wong ; Frederic Ragueneau ; Cuong Ha-Minh. 1. ed. Singapore : Springer, 2018. pp. 254-262 (Lecture Notes in Civil Engineering).

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title = "Simulation of reinforced concrete short shear walls subjected to seismic loading",

abstract = "This paper addresses the strength and deformation capacity of shear wall subjected to seismic loading using experiments and analysis. Two low-rise shear walls, with the same section design and the same aspect ratio (height/length) of 0.4 have been submitted to pseudo-dynamic (PSD) tests conducted at the ELSA laboratory of the Joint Research Centre are presented. Simulation of the behavior of the shear wall retrofitted by CFRP is accurately predicted by finite element modeling. The accuracy of modeling is confirmed by comparing the simulated response with experimental one.",

keywords = "FRP, Nonlinear seismic analysis, RC shear wall",

author = "{Le Nguyen}, Khuong and Truong, {Ba Tam} and Cao, {Minh Quyen}",

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year = "2018",

doi = "10.1007/978-981-10-6713-6_24",

language = "English",

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booktitle = "CIGOS 2017",

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Le Nguyen, K, Truong, BT & Cao, MQ 2018, Simulation of reinforced concrete short shear walls subjected to seismic loading. in H-H Tran-Nguyen, H Wong, F Ragueneau & C Ha-Minh (eds), CIGOS 2017: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures. 1 edn, Lecture Notes in Civil Engineering, vol. 8, Springer, Singapore , pp. 254-262, 4th Conference on Geotechnics, Civil Engineering Works and Structures CIGOS 2017, Ho Chi Minh City, Viet Nam, 26/10/17. https://doi.org/10.1007/978-981-10-6713-6_24

Simulation of reinforced concrete short shear walls subjected to seismic loading. / Le Nguyen, Khuong; Truong, Ba Tam; Cao, Minh Quyen.

CIGOS 2017: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures. ed. / Hoangy-Hung Tran-Nguyen; Henry Wong; Frederic Ragueneau; Cuong Ha-Minh. 1. ed. Singapore : Springer, 2018. p. 254-262 (Lecture Notes in Civil Engineering; Vol. 8).

Research output: A Conference proceeding or a Chapter in Book › Conference contribution › peer-review

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T1 - Simulation of reinforced concrete short shear walls subjected to seismic loading

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AU - Truong, Ba Tam

AU - Cao, Minh Quyen

N1 - Publisher Copyright: © Springer Nature Singapore Pte Ltd. 2018.

PY - 2018

Y1 - 2018

N2 - This paper addresses the strength and deformation capacity of shear wall subjected to seismic loading using experiments and analysis. Two low-rise shear walls, with the same section design and the same aspect ratio (height/length) of 0.4 have been submitted to pseudo-dynamic (PSD) tests conducted at the ELSA laboratory of the Joint Research Centre are presented. Simulation of the behavior of the shear wall retrofitted by CFRP is accurately predicted by finite element modeling. The accuracy of modeling is confirmed by comparing the simulated response with experimental one.

AB - This paper addresses the strength and deformation capacity of shear wall subjected to seismic loading using experiments and analysis. Two low-rise shear walls, with the same section design and the same aspect ratio (height/length) of 0.4 have been submitted to pseudo-dynamic (PSD) tests conducted at the ELSA laboratory of the Joint Research Centre are presented. Simulation of the behavior of the shear wall retrofitted by CFRP is accurately predicted by finite element modeling. The accuracy of modeling is confirmed by comparing the simulated response with experimental one.

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KW - Nonlinear seismic analysis

KW - RC shear wall

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PB - Springer

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Le Nguyen K, Truong BT, Cao MQ. Simulation of reinforced concrete short shear walls subjected to seismic loading. In Tran-Nguyen H-H, Wong H, Ragueneau F, Ha-Minh C, editors, CIGOS 2017: Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures. 1 ed. Singapore : Springer. 2018. p. 254-262. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-10-6713-6_24

Simulation of reinforced concrete short shear walls subjected to seismic loading

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