Shear Strength of Post-installed Diagonal Anchor
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Bibliographic Details
| Author(s): |
Mitsuyoshi Ishimura
Kazushi Sadasue Koichi Minami |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 2595-2602 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814069354 | ||||
| Abstract: |
Post-installed anchor is widely spread for the seismic retrofit in existing RC and SRC buildings. Usually, anchor bars are vertically installed in a concrete surface. However, we think that post-installed anchor using diagonal anchor bars improves shear strength. In this research, we confirmed the shear strength of post-installed anchor using diagonal anchor bars through the structural test. In addition, we proposed the evaluation method of shear strength for various failure modes. |
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| Keywords: |
shear strength seismic retrofit concrete cone failure post-installed anchor indirect connection bearing failure
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