000009549 001__ 9549
000009549 005__ 20141205150217.0
000009549 04107 $$aeng
000009549 046__ $$k2008-10-12
000009549 100__ $$aBiskinis, D.E.
000009549 24500 $$aCyclic Deformation Capacity,Resistance and Effective Stiffness of RC Members with or without Retrofitting

000009549 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009549 260__ $$b
000009549 506__ $$arestricted
000009549 520__ $$2eng$$aA database of over 2000 concrete beams, rectangular columns and walls is used to develop and calibrate rules for the calculation of the yield moment and curvature and the values of the chord rotation at a yielding end when the member yields or fails in flexure, in terms of the geometry and the mechanical characteristics of the member and its reinforcement, including the effect of retrofitting by Fibre Reinforced Plastics (FRP) or concrete jackets. The yield moment and the chord rotation at yielding are used then to determine the effective stiffness to the member yield point. These rules, some in an earlier version, have been adopted in Part 3 of Eurocode 8 for the seismic assessment and retrofitting of existing concrete buildings.

000009549 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009549 653__ $$acyclic deformation capacity, effective stiffness, RC members, seismic retrofitting

000009549 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009549 720__ $$aBiskinis, D.E.$$iFardis, M.N.
000009549 8560_ $$ffischerc@itam.cas.cz
000009549 8564_ $$s189956$$uhttps://invenio.itam.cas.cz/record/9549/files/05-03-0153.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0153.
000009549 962__ $$r9324
000009549 980__ $$aPAPER