Seismic Capacity of Reinforced Concrete Frame Strengthened with In-Filled Wall Using Embedded Form

Seung Joe Yoon; Soo Yeon Seo; Chang Sik Kim

doi:10.4028/www.scientific.net/AMM.236-237.636

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 236-237Seismic Capacity of Reinforced Concrete Frame...

Seismic Capacity of Reinforced Concrete Frame Strengthened with In-Filled Wall Using Embedded Form

Abstract:

This study includes the development of the seismic retrofit technology that structural frame of building is strengthened by installing additional wall with embedded form after demolition of the inner walls of unreinforced masonry wall including the exterior design walls. In addition, this paper involves the earthquake resistant performance evaluation of the system through an experimental work. From the test, it was turned out that as for the maximum strength of the specimens, the maximum load was similar regardless of whether using the embedded form. However, EF-IW-H1(embedded form) specimen with the form hardware embedded in the wall during retrofit resulted in ductile behavior of the, which shows the effect on the embedded form in a sense.

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Periodical:

Applied Mechanics and Materials (Volumes 236-237)

Pages:

636-639

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.236-237.636

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Online since:

November 2012

Authors:

Seung Joe Yoon, Soo Yeon Seo, Chang Sik Kim

Keywords:

Additional Wall, Ductile Behavior, Embedded Form, Seismic Retrofit

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References

[1] Chanmin Bak and Hyungjoon Ahn, A Study on Seismic Retrofit Technique for Seismic Retrofit of Existing Building, Proceeding of Autumn Annual Conference of the Architectural Institute of Korea Planning & Design (2011).

Google Scholar

[2] Jeongu Lee, the seismic retrofit system for partitioning brick walls, Korea Patent registered, (2011).

Google Scholar

[3] Yeonggang Kim, An evaluation of the earthquake resistant performance of decorative brick walls, " master, s thesis of Hanyang University (2008).

Google Scholar

[4] Donghwi Jang, An evaluation of reinforced concrete walls based on the earthquake resistant performance, Doctoral thesis, Kangwon National University (2009).

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[5] Ministry of Land, Transport, and Maritime Affairs, No. 2005-81, Korean Building Code - Structural KCBC 2005 (2005).

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