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Year 2020, Volume: 1 Issue: 2, 74 - 88, 01.12.2020

Abstract

References

  • [1] J W S Hearle: High-performance fiber, WOODHEAD PUBLISHING LIMITED,2001
  • [2] Kang Seok Lee , “An Experimental Study on Non-Compression X-Bracing Systems Using Carbon Fiber Composite Cable for Seismic Strengthening of RC Buildings” Polymers 2015, 7, 1716-1731; doi:10.3390/polym7091480
  • [3] Stratford, T 2012, 'The Condition of the Aberfeldy Footbridge after 20 Years in Service', Paper presented at Structural Faults and Repair 2012, Edinburgh, United Kingdom, 3/07/12 - 5/07/12.
  • [4] <http://www.eng.ed.ac.uk/~tstratfo/Aberfeldy2012.pdf>
  • [5] Yamaguchi, K., Takahashi, O., Tateoka, Y., “Research and Development on Brace Members Using High-Performance Fibers”, No. C1-67, 6th ASIA Conference on Earthquake Engineering (6ACEE), 2016
  • [6] Yasui, N., Yamaguchi, K., Takahashi, O., Tsukano, K., Tateoka, Y., ‘Expanded Applications of High Performance Fiber Rope As Building Structural Members’, 6th Architects and Structural Engineers World Congress, 2017
  • [7] Website of Teijin Limited, November 20, 2017, <https://www.teijin.com/products/ advanced_fibers/aramid/HPFBU_top_E.html>
  • [8] Japan Housing and Wood Technology Center, Allowable Stress Design for Wooden House of Framework Construction Method, 2008, NCID BA55484351

Research of Seismic Brace Using Aramid Fiber Rope to Retrofit Building

Year 2020, Volume: 1 Issue: 2, 74 - 88, 01.12.2020

Abstract

The purpose of this study is to develop aramid fiber rope for structural reinforcement of existing building with a good workability. This study focusing on a seismic brace using an aramid fiber rope for the timber houses. In this paper we propose 2 types of joint, wedge joint and joint by hand-tie. To perform the best of fiber’s strength, the wedge type of joint is optimized to avoid stress concentration on the fiber rope. Moreover, the workability for assembling the fiber rope to the joint at the construction site, which includes the unraveled fiber degree and the deviation of the fiber density at the rope end, are investigated. On the other hand, hand-tie method is proposed assuming situation under no subsidy and needs in first-aid solution for structural reinforcement. The knots of hand-tie are optimized by a tensile test. Finally, the developed seismic brace is attached to a wooden frame and load bearing wall tests are carried out. Through experimental results, the effect of the seismic brace using the aramid fiber rope is confirmed. Also, points to be noted when assembling the fiber rope at the construction site become clear.

References

  • [1] J W S Hearle: High-performance fiber, WOODHEAD PUBLISHING LIMITED,2001
  • [2] Kang Seok Lee , “An Experimental Study on Non-Compression X-Bracing Systems Using Carbon Fiber Composite Cable for Seismic Strengthening of RC Buildings” Polymers 2015, 7, 1716-1731; doi:10.3390/polym7091480
  • [3] Stratford, T 2012, 'The Condition of the Aberfeldy Footbridge after 20 Years in Service', Paper presented at Structural Faults and Repair 2012, Edinburgh, United Kingdom, 3/07/12 - 5/07/12.
  • [4] <http://www.eng.ed.ac.uk/~tstratfo/Aberfeldy2012.pdf>
  • [5] Yamaguchi, K., Takahashi, O., Tateoka, Y., “Research and Development on Brace Members Using High-Performance Fibers”, No. C1-67, 6th ASIA Conference on Earthquake Engineering (6ACEE), 2016
  • [6] Yasui, N., Yamaguchi, K., Takahashi, O., Tsukano, K., Tateoka, Y., ‘Expanded Applications of High Performance Fiber Rope As Building Structural Members’, 6th Architects and Structural Engineers World Congress, 2017
  • [7] Website of Teijin Limited, November 20, 2017, <https://www.teijin.com/products/ advanced_fibers/aramid/HPFBU_top_E.html>
  • [8] Japan Housing and Wood Technology Center, Allowable Stress Design for Wooden House of Framework Construction Method, 2008, NCID BA55484351
There are 8 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Articles
Authors

Yuho Inoue 0000-0002-0846-1042

Osamu Takahashı 0000-0001-6445-3488

Publication Date December 1, 2020
Submission Date November 20, 2020
Published in Issue Year 2020 Volume: 1 Issue: 2

Cite

IEEE Y. Inoue and O. Takahashı, “Research of Seismic Brace Using Aramid Fiber Rope to Retrofit Building”, APJHAD, vol. 1, no. 2, pp. 74–88, 2020.
Academic Platform Journal of Natural Hazards and Disaster Management (APJHAD)