000009981 001__ 9981
000009981 005__ 20141205154136.0
000009981 04107 $$aeng
000009981 046__ $$k2008-10-12
000009981 100__ $$aFauzan,
000009981 24500 $$aTest on 2-Bay 2-Story CES Frame Subjected to Lateral Load Reversals

000009981 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009981 260__ $$b
000009981 506__ $$arestricted
000009981 520__ $$2eng$$aThis paper summarizes the results of static loading test carried out on a two-bay two-story concrete encased steel (CES) frame. The structural members of the CES frame consist of only encased steel and fiber reinforcement concrete (FRC). The specimen was about a half-scale model, which simulated the lower 2.5 stories and 2 spans of the middle frame in 15-story CES frame buildings. It is predicted that the beam flexural failure near the interior beam-column joint occurred on the CES frame followed by the failure on all the bottom of columns. However, the failure on the joint panel of the interior beam-column joints also occurred at R of 0.01 rad. The specimen reached the maximum ultimate shear force at R of 0.02 rad. The results also showed that the use of FRC in the CES frame reduced the damage of the concrete in the frame. In addition, the hysteresis loops showed a stable behavior with almost no degradation of load carrying capacity until maximum story drift angle, R of 0.05 rad., indicating that the CES frame has excellent seismic behavior.

000009981 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009981 653__ $$aComposite structure, Fiber reinforced concrete (FRC), Frame, Seismic test

000009981 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009981 720__ $$aFauzan,$$iKuramoto, Hiroshi$$iMatsui, Tomoya$$iTaguchi, Takashi
000009981 8560_ $$ffischerc@itam.cas.cz
000009981 8564_ $$s417068$$uhttps://invenio.itam.cas.cz/record/9981/files/05-06-0063.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0063.
000009981 962__ $$r9324
000009981 980__ $$aPAPER