000010015 001__ 10015
000010015 005__ 20141205154138.0
000010015 04107 $$aeng
000010015 046__ $$k2008-10-12
000010015 100__ $$aFukuhara, Minae
000010015 24500 $$aSeismic Performance of New Type Steel-Concrete Composite Structures Considering Characteristic both SRC and CFT Structures

000010015 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010015 260__ $$b
000010015 506__ $$arestricted
000010015 520__ $$2eng$$aFrom the situation of a recent construction cost, the demand for ordinarily SRC structures decreases. This factor is that the excellent mechanical property of SRC structures cannot be demonstrated. It is because the steel is used, it is higher than that of RC structures on both sides of the material and construction. Then, it is researching the steel-concrete composite structures of new systems as a structure to have the earthquake-resistant, the workability, and the economy. This new type steel-concrete structure with advantage of RC structures is the best use of the characteristic of SRC structures and CFT structures. To obtain the seismic performance of new system of composite structure, 6 columns specimens (Hereafter, it is called B series) were tested. Steel-concrete composite columns have "diagonal steel section" and "steel plate boxes shape section (Hereafter, it is called the box shape steel pipe) had only to the top and the bottom of columns". New type composite columns with diagonal section have about twice the bending yield strength with ordinarily section. And, it has the deformation capacity. It obtained of the basic characteristic of new type steel-concrete composite structures, and the evaluation of ultimate strength and ductility of steel-concrete columns is examined. In conclusion, steel-concrete composite structures of proposed new type have been understood that it has seismic performance and economical construction be done compared with ordinarily SRC structures and CFT structures.

000010015 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010015 653__ $$a

000010015 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010015 720__ $$aFukuhara, Minae$$iMinami, Koichi
000010015 8560_ $$ffischerc@itam.cas.cz
000010015 8564_ $$s502053$$uhttps://invenio.itam.cas.cz/record/10015/files/12-01-0017.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0017.
000010015 962__ $$r9324
000010015 980__ $$aPAPER