000009465 001__ 9465
000009465 005__ 20141205150208.0
000009465 04107 $$aeng
000009465 046__ $$k2008-10-12
000009465 100__ $$aBaba, Nozomu
000009465 24500 $$aExperimental Study on Stress Transfer of Joints Connected Steel Member with Reinforced Concrete Member Using Anchor Bolt

000009465 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009465 260__ $$b
000009465 506__ $$arestricted
000009465 520__ $$2eng$$aTo clarify the behavior of the joint connected steel member with reinforced concrete member using anchor bolt based on stress transfer from steel member and reinforced concrete member, three specimens were tested under reversed cyclic loading. All specimens had same the dimensions and the cross sections of steel member and reinforced concrete member, respectively. The experimental variables were the length of the anchor bolt embedded in reinforced concrete member and having transverse reinforcements in the joint or not. It is designed so that yielding of steel member and anchor bolt does not occurred. The effect of these experimental variables on the stress transfer from steel member to reinforced concrete member and seismic behavior of the joint were discussed. From the test results, it was shown that stress transfer from steel member to reinforced concrete member in the joint could be mobilized by transverse reinforcements arranged intensively around anchor bolt even if the length of the embedded anchor bolt was relatively short for the effective depths of reinforced concrete member and the failure mode of specimen was controlled greatly by the length of the embedded anchor bolt than transverse reinforcements in the joint.

000009465 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009465 653__ $$asteel-concrete composite structure, joint, anchor bolt, transverse reinforcements, embedded length, stress transferring mechanism

000009465 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009465 720__ $$aBaba, Nozomu$$iKanai, Shinichi$$iNishimura, Yasushi
000009465 8560_ $$ffischerc@itam.cas.cz
000009465 8564_ $$s1117785$$uhttps://invenio.itam.cas.cz/record/9465/files/05-06-0087.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0087.
000009465 962__ $$r9324
000009465 980__ $$aPAPER