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Simulation of Reinforced Concrete Short Shear Walls Subjected to Seismic Loading

Le Nguyen, Khuong / Truong, Ba Tam / Cao, Minh Quyen

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.

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Simulation of Reinforced Concrete Short Shear Walls Subjected to Seismic Loading

Le Nguyen, Khuong / Truong, Ba Tam / Cao, Minh Quyen

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.

Simulation of Reinforced Concrete Short Shear Walls Subjected to Seismic Loading

Le Nguyen, Khuong / Truong, Ba Tam / Cao, Minh Quyen

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.

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Title:

Simulation of Reinforced Concrete Short Shear Walls Subjected to Seismic Loading

Contributors:

Le Nguyen, Khuong (author) / Truong, Ba Tam (author) / Cao, Minh Quyen (author)

Published in:

Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures ; 254-262

Lecture Notes in Civil Engineering ; 8

Publication date:

2017-10-21

Size:

9 pages

ISBN:

978-981-10-6713-6 , 978-981-10-6712-9

ISSN:

2366-2557 , 2366-2565

DOI:

https://doi.org/10.1007/978-981-10-6713-6_24

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

FRP , RC shear wall , Nonlinear seismic analysis Engineering , Civil Engineering , Geotechnical Engineering & Applied Earth Sciences , Hydrology/Water Resources , Climate Change , Pollution, general

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