000009340 001__ 9340
000009340 005__ 20141205150156.0
000009340 04107 $$aeng
000009340 046__ $$k2008-10-12
000009340 100__ $$aAdebar, Perry
000009340 24500 $$aDesign of High-Rise Core-Wall Buildings: A Canadian Perspective

000009340 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009340 260__ $$b
000009340 506__ $$arestricted
000009340 520__ $$2eng$$aPresents the background to prescriptive design procedures that have recently been developed to permit the safe design of high-rise core-wall buildings using only the results of response spectrum analysis (RSA) at the MCE level of ground motion. This includes: (i) effective stiffness of walls to estimate displacement demands at top of wall using RSA, (ii) procedures to estimate rotation demands on cantilever walls and coupled walls, (iii) procedures to estimate rotational demands on coupling beams, (iv) procedures to ensure the flexural hinge regions of the wall have adequate shear capacity, (v) procedure to design for shear reversal below flexural hinge due to stiff floor diaphragms connected to perimeter foundation walls, and finally (vi) some discussion on dynamic magnification of shear.

000009340 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009340 653__ $$aBuilding codes, high-rise buildings, reinforced concrete walls, seismic design. 

000009340 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009340 720__ $$aAdebar, Perry
000009340 8560_ $$ffischerc@itam.cas.cz
000009340 8564_ $$s474925$$uhttps://invenio.itam.cas.cz/record/9340/files/05-03-0143.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0143.
000009340 962__ $$r9324
000009340 980__ $$aPAPER