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High-Rise Building Composed of Reinforced Concrete Shear Wall and Steel Frames
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- Kumagai Hitoshi
- 清水建設 (株) 技術研究所
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- Nishida Akira
- 清水建設 (株) 技術研究所
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- Nakashima Hideo
- 清水建設 (株) 設計本部
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- Watanabe Masaki
- 清水建設 (株) 横浜支店建設所
Bibliographic Information
- Other Title
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- RCコアウォールを用いた高層事務所ビル
- Construction Using 60 MPa High-Strength Concrete
- F<SUB>c</SUB>=600kgf/cm<SUP>2</SUP>の高強度コンクリートの施工
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Description
The structural system composed of reinforced concrete (RC) shear wall and steel frame was applied to a 25-story office building. From an aspect of seismic design, this structural system was realized by using high-strength concrete having specified strength of 60 MPa in shear wall. In this report, quality control of 60 MPa high-strength concrete is reviewed, specifically compressive strength test on concrete cylinders subjected to temperature hysteresis same as measured from the actual structure.
Journal
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- Concrete Journal
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Concrete Journal 32 (6), 36-44, 1994
Japan Concrete Institute
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Keywords
Details 詳細情報について
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- CRID
- 1390282680431405312
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- NII Article ID
- 130004398522
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- ISSN
- 03871061
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed