000011231 001__ 11231
000011231 005__ 20141205155849.0
000011231 04107 $$aeng
000011231 046__ $$k2008-10-12
000011231 100__ $$aOoki, Yoji
000011231 24500 $$aValue-Added 5-Story Steel Frame and Its Components: Part 2 – Full-Scale Tests of Beam-Column-Gusset Plate Assemblies

000011231 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011231 260__ $$b
000011231 506__ $$arestricted
000011231 520__ $$2eng$$aThis paper discusses the full-size experiment of beam-column-gusset plate assemblies. High strength and high ductility are required so that the passively-controlled structure demonstrate an enough performance under a severe earthquake. However, the behavior of those assemblies has not been clarified satisfactorily and further improvement of the design method is expected. A new loading method in which a hydraulic jack is applied as a virtual damper is developed and the case of steel damper is mainly discussed. Also dampers with velocity sensitivity, such as viscoelastic damper can be tested under static condition by this method. A frame with typical members of the 5-story steel building is set as a standard specimen, and inter story drift is increased from 1/800 to 1/33. Two cycles are applied in each loading cycle. Furthermore, fatigue tests are conducted under the story drift of 1/50 or 1/33. Consequently, the effect of the presence of the gusset plate, stiffeners, and damper force on failure mode, cumulated deformation capacity, hysteretic behavior, and distribution of strain is discussed.

000011231 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011231 653__ $$aE-Defense, Shaking Table, Steel Frame, Subassembly Test, Full-Scale

000011231 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011231 720__ $$aOoki, Yoji$$iKasai, Kazuhiko$$iAzuma, Yu$$iMotoyui, Shojiro$$iKaneko, Kensaku
000011231 8560_ $$ffischerc@itam.cas.cz
000011231 8564_ $$s526197$$uhttps://invenio.itam.cas.cz/record/11231/files/S17-01-015.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-015.
000011231 962__ $$r9324
000011231 980__ $$aPAPER