STUDY ON DEFORMATION CAPACITY OF REINFORCED CONCRETE BRIDGE PIERS UNDER EARTHQUAKE
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- ISHIBASHI Tadayoshi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- YOSHINO Shin-ichi
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 鉄筋コンクリート橋脚の地震時変形能力に関する研究
- テッキン コンクリート キョウキャク ノ ジシンジ ヘンケイ ノウリョク ニ
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Abstract
In order to find deformation capacity of reinforced concrete bridge piers under earthquake, cyclic horizontal loading tests were carried on the specimens of bridge piers for which span ratio, tensile reinforcement ratio, web reinforcement ratio and axial compressive stress have been modified, and the effect due to these factors against deformation capacity has been identified.<br>Furthermore, a study was made on the method to obtain ductilities for quantitative evaluation of deformation capacity of the reinforced concrete bridge piers, and a method capable of calculating thereof relatively accurately was proposed.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1988 (390), 57-66, 1988-02-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680579618944
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- NII Article ID
- 130003799514
- 10003174612
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 3165841
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed