AN EMERGENCY SEISMIC RETROFIT TECHNIQUE FOR SHEAR DAMAGED RC COLUMNS USING PRE-TENSIONED PC BARS AND STEEL PLASTES
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- YAMAKAWA Tetsuo
- Dept. of Civil Eng. & Architecture, Univ. of the Ryukyus
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- MIYAGI Toshiaki
- Hokuto Sekkeip:Graduate School of Eng. & Science, Univ. of the Ryukyus
Bibliographic Information
- Other Title
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- 緊張力を導入したPC鋼棒と鋼板を用いたせん断損傷RC柱の応急補強法
- キンチョウリョク オ ドウニュウ シタ PC コウボウ ト コウハン オ モチイタ センダン ソンショウ RC チュウ ノ オウキュウ ホキョウホウ
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Abstract
An emergency seismic retrofit technique is indispensable for the rehabilitation of damaged RC buildings immediately after earthquake attack. There-fore, it is important to develop quick and convenient emergency retrofit technique to recover the seismic performance of the structures damaged by earthquakes. It is well known fact that the strength and ductility of RC columns can be extremely enhanced by transverse confinement which also acts as shear reinforcement. Considering this fact an emergency retrofit technique utilizing pre-tensioned high strength steel bars (PC bars) and steel plates is proposed in this paper. The effectiveness of the proposed retrofit technique is experimentally investigated and analytically evaluated simultaneously.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 69 (586), 171-178, 2004
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680615457664
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- NII Article ID
- 110004092865
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 7177180
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed