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Accession number;06A0611687
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| Title;Study on earthquake response of one-third scale 6-story reinforced concrete structure allowing lift up behavior of a continuous shear wall |
| Author;
FUKUYAMA HIROSHI
(Building Res. Inst.)
KATO HIROTO
(Building Res. Inst.)
KUSUNOKI KOICHI
(Building Res. Inst.)
MUKAI TOMOHISA
(Building Res. Inst.)
SAITO TAIKI
(Building Res. Inst., International Inst. Seismology and Earthquake Engineering, JPN)
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Journal Title;Annual Report of BRI
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Journal Code:G0308A
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ISSN:0286-4622
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VOL.2005;NO.;PAGE.11-12(2006)
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| Figure&Table&Reference;FIG.7, REF.2 |
| Pub. Country;Japan |
| Language;Japanese |
| Abstract;In order to study what amount of lateral force and varied axial force are carried by walls in reinforced concrete buildings with multi-story shear wall and how the rigidity at the bottom of the wall frame affect the amount of them, the pseudo-dynamic test with 2-span-1-bay-6-story reinforced concrete structure with a multi-story shear wall was conducted with the parameter of the rigidity at the bottom of the wall frame. In this paper, the test results were discussed with the numerically calculated strengths in terms of lateral force carried by the wall frame, lateral force distribution mode, and the equivalent height of the specimen and the wall frame. (author abst.) |
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