Stiffness Test Results of Low Cost Rubber Base Isolator-Strip (LCRBI-S) as Base Isolation in Simple Houses


    (*) Corresponding Author

Keywords:

Simple house building, Low Cost Rubber Base Insulator-Strip (LCRBI-S, Earthquake zone, Stiffness test

Abstract

Indonesia is one of the countries that has a very high seismic area. In the building design standards, several base isolation studies were carried out for residences. The use of base isolation with rubber as the main material and fiber material to strengthen vertical stiffness is applied in the Low Cost Rubber Base Insulator-Strip (LCRBI-S). The use of LCRBI-S with the aim of meeting the criteria of low cost and good performance. In this study uses natural rubber with a hardness of 35 Shore A. The type of fiberglass used as a reinforcing material is Net. Using Chemlok matrix as a fiberglass composite forming. Dimensions LCRBI-S is a square type with a simple housing service load. The stages of testing carried out on the test object include Vertical Stiffness Test end Horizontal Stiffness Test. The results of testing the stiffness value of LCRBI-S samples 1 and 2 are greater than samples 3 and 4, this is because the number of layers of fiberglass reinforcement is more in samples 1 and 2. So to increase the stiffness value of LCRBI-S can be done by increasing the number the reinforcement layer.

Downloads

Download data is not yet available.

References

Habieb, A. B., Milani, G., Tavio and Milani, F. Seismic Performance of a Masonry Building Isolated with Low-Cost Rubber Isolators. WIT Transactions on the Built Environment, 172, 2017, pp. 71-82.

Habieb, A. B.; Milani, G.; Tavio; and Milani, F., “Low Cost Rubber Seismic Isolators for Masonry Housing in Developing Countries,” AIP Conference Proceedings, American Institute of Physics, USA, 1906, 2017, pp. 1–4.

Kelly, J. M.; and Konstantinidis, D. A,, “Seismic Isolation for Housing in the Urban Environment,” Second International Conference on Earthquake Engineering and Disaster Mitigation (ICEEDM-2) Surabaya, Indonesia, 19-20 July 2011.

Habieb, A. B.; Milani, G.; Tavio; and Milani, F., “Low Cost Frictional Seismic Base-Isolation of Residential New Masonry Buildings in Developing Countries: A Small Masonry House Case Study, Open Civil Engineering Journal, 11, M2, Jan. 2017, pp. 1026–1035.

Habieb, A. B.; Milani, G.; Tavio; and Milani, F., “FE Modelling of Fiber Reinforced Elastomeric Isolators (FREI): Mesh Verification and Validation,” AIP Conference Proceedings, American Institute of Physics, USA, 1978, 2018, pp. 1–4.

Kelly, J. M., “Earthquake-Resistant Design with Rubber,” Earthquake Engineering Research Center National Information Service for Earthquake Engineering 1301 South 46th Street, Richmond, California 94804, USA, 1997.

Habieb, A.B., Milani, G., Tavio, dan Milani, F., Numerical Model of Low Cost Rubber Isolators for Masonry Housing in High Seismic Regions, World Academy of Science, Engineering and Technology International Journal of Civil and Environmental Engineering, Vol:11, No:5, 2017.

Herakovitch, C. T., “Mechanics of Composites,” John Wiley & Sons, Inc., USA, 1998.

Aboudi, J., “Mechanics of Composites Materials: A Unified Micromechanical Approach”, Elsevier, Amsterdam, 1991.

ASTM D3039/D3039M-17, “Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials,” ASTM International, West Conshohocken, PA, 2017.

Malau, V., “Characterization of Mechanical and Physical Properties of E-Glass Composites and 2504 Eternal Resin with Variations in Fiber Content, Temperature and Curing Time,” Mechanics, 8 (2), Mar. 2010.

Published

2023-09-08

How to Cite

Stiffness Test Results of Low Cost Rubber Base Isolator-Strip (LCRBI-S) as Base Isolation in Simple Houses. (2023). Middle European Scientific Bulletin, 40, 14-26. Retrieved from https://cejsr.academicjournal.io/index.php/journal/article/view/1877