000018329 001__ 18329
000018329 005__ 20170118182217.0
000018329 04107 $$aeng
000018329 046__ $$k2017-01-09
000018329 100__ $$aKabeyasawa, Toshikazu
000018329 24500 $$aFull-Scale Static Loading Test on a Five Story Reinforced Concrete Building (Part1: Outline of the Test)

000018329 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018329 260__ $$b
000018329 506__ $$arestricted
000018329 520__ $$2eng$$aThe paper shows the static loading test results on full-scale reinforced concrete building utilizing columns with wing walls. The specimen is a five-story reinforced concrete building with 1×2 bays and height of about 19m. The wall frame has large openings in longitudinal direction. The gaps was formed along the edge of wing walls to make a frame consisting of columns with wing wall and beams. Attached wing walls works as a rigid zones of soften beams and additional column section, and the specimen shows calculated strength of beam side sway mechanism. The moment curvature distribution of the 1st story wing wall frames are evaluated experimentally in the test. The inflection point derived from the interpolation between moment resisting frame and wall frames approximates the test results. The residual crack width of the beam elements becomes large for the damage concentration on the local hinge region. Two types of windows are installed in openings on 1st floor. The concrete mortar and fibrous material are used in each for fixing the windows. The flexible fixing method improved the capacity, but both windows is not available with story drift 0.80%.

000018329 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018329 653__ $$aReinforced concrete structure, Full scale test, Gap, Columns with wing wall, Damage control design

000018329 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018329 720__ $$aKabeyasawa, Toshikazu$$iMukai, Tomohisa$$iFukuyama, Hiroshi$$iKato, Hiroto$$iSuwada, Haruhiko
000018329 8560_ $$ffischerc@itam.cas.cz
000018329 8564_ $$s989275$$uhttps://invenio.itam.cas.cz/record/18329/files/1242.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1242.
000018329 962__ $$r16048
000018329 980__ $$aPAPER