Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test

Daniel Christianto; Vryscilia Marcella; Channy Saka; Alvira Nathania Tanika; Yuskar Lase

doi:10.1007/978-981-16-7949-0_22

Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test

Daniel Christianto, Vryscilia Marcella, Channy Saka, Alvira Nathania Tanika, Yuskar Lase

Department of Civil Engineering

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

1 Citation (Scopus)

Abstract

The earthquake-resistant structural building design is a necessity nowadays. Therefore, the development of earthquake damping device is indispensable. This research focuses on the usage of sand as an additional damping material on a silencer attached to the building structure. The selection of sand as an additional damper is based on the shape of the grain, which could provide additional internal friction between each grain to cause damping. This research is conducted on various types of grains size retained on the sieve analysis with uniform composition within the container and thin plate as oscillating contact area in the sand. The thin plate is connected to a perfectly fixed acrylic-free end tube. The sensor used is a device to gather oscillation data to be processed for the value of damping ratio to be known. The experimental result shows the disproportionate damping ratio (ξ) increment to the increase of contact area (A) and the sand shear angle.

Original language	English
Title of host publication	Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021
Editors	Han Ay Lie, Monty Sutrisna, Joewono Prasetijo, Bonaventura H.W. Hadikusumo, Leksmono Suryo Putranto
Publisher	Springer Science and Business Media Deutschland GmbH
Pages	247-253
Number of pages	7
ISBN (Print)	9789811679483
DOIs	https://doi.org/10.1007/978-981-16-7949-0_22
Publication status	Published - 1 Feb 2022
Event	2nd International Conference of Construction, Infrastructure, and Materials, ICCIM 2021 - Jakarta, Indonesia Duration: 26 Jul 2021 → 26 Jul 2021

Publication series

Name	Lecture Notes in Civil Engineering
Volume	216
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	2nd International Conference of Construction, Infrastructure, and Materials, ICCIM 2021
Country/Territory	Indonesia
City	Jakarta
Period	26/07/21 → 26/07/21

Keywords

Damping
Sand
Stiffness

Access to Document

10.1007/978-981-16-7949-0_22

Cite this

Christianto, D., Marcella, V., Saka, C., Tanika, A. N., & Lase, Y. (2022). Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test. In H. A. Lie, M. Sutrisna, J. Prasetijo, B. H. W. Hadikusumo, & L. S. Putranto (Eds.), Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021 (pp. 247-253). (Lecture Notes in Civil Engineering; Vol. 216). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-981-16-7949-0_22

Christianto, Daniel ; Marcella, Vryscilia ; Saka, Channy et al. / Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test. Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021. editor / Han Ay Lie ; Monty Sutrisna ; Joewono Prasetijo ; Bonaventura H.W. Hadikusumo ; Leksmono Suryo Putranto. Springer Science and Business Media Deutschland GmbH, 2022. pp. 247-253 (Lecture Notes in Civil Engineering).

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title = "Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test",

abstract = "The earthquake-resistant structural building design is a necessity nowadays. Therefore, the development of earthquake damping device is indispensable. This research focuses on the usage of sand as an additional damping material on a silencer attached to the building structure. The selection of sand as an additional damper is based on the shape of the grain, which could provide additional internal friction between each grain to cause damping. This research is conducted on various types of grains size retained on the sieve analysis with uniform composition within the container and thin plate as oscillating contact area in the sand. The thin plate is connected to a perfectly fixed acrylic-free end tube. The sensor used is a device to gather oscillation data to be processed for the value of damping ratio to be known. The experimental result shows the disproportionate damping ratio (ξ) increment to the increase of contact area (A) and the sand shear angle.",

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author = "Daniel Christianto and Vryscilia Marcella and Channy Saka and Tanika, {Alvira Nathania} and Yuskar Lase",

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Christianto, D, Marcella, V, Saka, C, Tanika, AN & Lase, Y 2022, Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test. in HA Lie, M Sutrisna, J Prasetijo, BHW Hadikusumo & LS Putranto (eds), Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021. Lecture Notes in Civil Engineering, vol. 216, Springer Science and Business Media Deutschland GmbH, pp. 247-253, 2nd International Conference of Construction, Infrastructure, and Materials, ICCIM 2021, Jakarta, Indonesia, 26/07/21. https://doi.org/10.1007/978-981-16-7949-0_22

Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test. / Christianto, Daniel; Marcella, Vryscilia; Saka, Channy et al.
Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021. ed. / Han Ay Lie; Monty Sutrisna; Joewono Prasetijo; Bonaventura H.W. Hadikusumo; Leksmono Suryo Putranto. Springer Science and Business Media Deutschland GmbH, 2022. p. 247-253 (Lecture Notes in Civil Engineering; Vol. 216).

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

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T1 - Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test

AU - Christianto, Daniel

AU - Marcella, Vryscilia

AU - Saka, Channy

AU - Tanika, Alvira Nathania

AU - Lase, Yuskar

PY - 2022/2/1

Y1 - 2022/2/1

N2 - The earthquake-resistant structural building design is a necessity nowadays. Therefore, the development of earthquake damping device is indispensable. This research focuses on the usage of sand as an additional damping material on a silencer attached to the building structure. The selection of sand as an additional damper is based on the shape of the grain, which could provide additional internal friction between each grain to cause damping. This research is conducted on various types of grains size retained on the sieve analysis with uniform composition within the container and thin plate as oscillating contact area in the sand. The thin plate is connected to a perfectly fixed acrylic-free end tube. The sensor used is a device to gather oscillation data to be processed for the value of damping ratio to be known. The experimental result shows the disproportionate damping ratio (ξ) increment to the increase of contact area (A) and the sand shear angle.

AB - The earthquake-resistant structural building design is a necessity nowadays. Therefore, the development of earthquake damping device is indispensable. This research focuses on the usage of sand as an additional damping material on a silencer attached to the building structure. The selection of sand as an additional damper is based on the shape of the grain, which could provide additional internal friction between each grain to cause damping. This research is conducted on various types of grains size retained on the sieve analysis with uniform composition within the container and thin plate as oscillating contact area in the sand. The thin plate is connected to a perfectly fixed acrylic-free end tube. The sensor used is a device to gather oscillation data to be processed for the value of damping ratio to be known. The experimental result shows the disproportionate damping ratio (ξ) increment to the increase of contact area (A) and the sand shear angle.

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Y2 - 26 July 2021 through 26 July 2021

ER -

Christianto D, Marcella V, Saka C, Tanika AN, Lase Y. Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test. In Lie HA, Sutrisna M, Prasetijo J, Hadikusumo BHW, Putranto LS, editors, Proceedings of the Second International Conference of Construction, Infrastructure, and Materials - ICCIM 2021. Springer Science and Business Media Deutschland GmbH. 2022. p. 247-253. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-16-7949-0_22

Analysis of the Sand Grains Influence on Damping Ratio Using Shear Test

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