000019153 001__ 19153
000019153 005__ 20170118182302.0
000019153 04107 $$aeng
000019153 046__ $$k2017-01-09
000019153 100__ $$aSegura, Christopher
000019153 24500 $$aStrength and Deformation Capacity of Shear Walls

000019153 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019153 260__ $$b
000019153 506__ $$arestricted
000019153 520__ $$2eng$$aA research program was conducted to investigate the relationship between shear strength and deformation capacity of reinforced concrete structural walls. The program included testing of eight large-scale reinforced concrete structural walls subjected to constant axial load and reversed cyclic lateral loading. Primary test variables included wall height-to-length (aspect) ratio (1.0, 1.5 and 2.0), axial load level (0.025Agf’c, 0.10Agf’c, 0.15Agf’c, and 0.20Agf’c), and wall shear stress level

000019153 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019153 653__ $$areinforced concrete; shear wall; strength; deformation; ductility

000019153 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019153 720__ $$aSegura, Christopher$$iMotter, Christopher$$iTran, Thien$$iWallace, John
000019153 8560_ $$ffischerc@itam.cas.cz
000019153 8564_ $$s751563$$uhttp://invenio.itam.cas.cz/record/19153/files/2969.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2969.
000019153 962__ $$r16048
000019153 980__ $$aPAPER