000011494 001__ 11494
000011494 005__ 20141205155916.0
000011494 04107 $$aeng
000011494 046__ $$k2008-10-12
000011494 100__ $$aSadasue, Kazushi
000011494 24500 $$aUltimate Strength of Unembedded Type Column Bases in SRC Structures Under Shear Slip Failure

000011494 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011494 260__ $$b
000011494 506__ $$arestricted
000011494 520__ $$2eng$$aThe shear slip failure of unenbedded type column bases in SRC structures were reported by Hyogoken-Nanbu earthquake in Japan and the experimental research in recent years. However, there has been no study that tried to evaluate ultimate shear strength of unenbedded type column bases. We describe the structural test carried out in order to study ultimate shear strength and hysteresis property of unenbedded type column bases. Structural test made it clear that mechanical property depends on the axial force level, and the anchor bolts is not valid for ultimate shear strength. We proposed the evaluation method of ultimate shear strength. Ultimate shear strength of column bases is calculate by applying the superposed strength method, in which the ultimate shear strength of the anchor bolts and friction between the base plate and the concrete below the base plate is taken to be the sum of the punching shear strength of the RC portion surrounding the base plate. Proposed evaluation method of ultimate shear strength is in accordance with the test result well.

000011494 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011494 653__ $$aShear slip failure, Anchor bolt, Ultimate shear Strength

000011494 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011494 720__ $$aSadasue, Kazushi$$iItoh, Michio$$iTanaka, Hidenori$$iMinami, Koichi
000011494 8560_ $$ffischerc@itam.cas.cz
000011494 8564_ $$s408674$$uhttps://invenio.itam.cas.cz/record/11494/files/12-01-0013.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0013.
000011494 962__ $$r9324
000011494 980__ $$aPAPER