000010772 001__ 10772
000010772 005__ 20141205155802.0
000010772 04107 $$aeng
000010772 046__ $$k2008-10-12
000010772 100__ $$aLiu, Yi
000010772 24500 $$aCalculation on Deformation Ratio of Shear to Bending for Steel Reinforced Concrete Special-Shaped Columns

000010772 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010772 260__ $$b
000010772 506__ $$arestricted
000010772 520__ $$2eng$$aElastic stiffness should be calculated while developing a restoring force model of steel reinforced concrete (SRC) special-shaped column. Whether it is needed to take the shear deformation into account due to the irregular section of specially-shaped columns and its small shear span ratio was seldom studied in the literature. To this end, it is studied theoretically based on the mechanic model which can simulate real engineering using the classical mechanic theory. The results show that while the shear span ratio is equal to1, shear deformation is about 30%~50% of total deformation. While the shear span ratio is equal to1.5, the ratio is 20%~30%. While the shear span ratio is equal to2.5, the ratio is more than10%.

000010772 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010772 653__ $$asteel reinforced concrete, special-shaped columns, spring stiffness, shear deformation

000010772 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010772 720__ $$aLiu, Yi$$iXue, Jianyang$$iZhao, Hongtie$$iChen, Zongping
000010772 8560_ $$ffischerc@itam.cas.cz
000010772 8564_ $$s170395$$uhttps://invenio.itam.cas.cz/record/10772/files/05-01-0418.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0418.
000010772 962__ $$r9324
000010772 980__ $$aPAPER