000010168 001__ 10168
000010168 005__ 20141205155659.0
000010168 04107 $$aeng
000010168 046__ $$k2008-10-12
000010168 100__ $$aHan, Xueming
000010168 24500 $$aEccentrically Braced Frame Design for Moderate Seismic Regions

000010168 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010168 260__ $$b
000010168 506__ $$arestricted
000010168 520__ $$2eng$$aFactors influencing the design of eccentrically braced frames when the seismic load does not play a primary role in the member selection are discussed. The influence of seismic overstrength is considered. Twenty-two frames with chevron configuration of eccentrically braced lateral force resisting systems are designed to investigate the influence of structure height, link length and various levels of the ratio of wind to earthquake load. These structures were analyzed under monotonic and dynamic lateral loads. It is concluded that smaller link seismic overstrength factors may be used for brace and column design in moderate seismic regions than currently specified in the design standard. The lesser ductility demands experienced also suggest that the detailing requirements for short links can be relaxed. 

000010168 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010168 653__ $$aEccentrically braced frames, Moderate seismic loading

000010168 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010168 720__ $$aHan, Xueming
000010168 8560_ $$ffischerc@itam.cas.cz
000010168 8564_ $$s621096$$uhttps://invenio.itam.cas.cz/record/10168/files/05-05-0135.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0135.
000010168 962__ $$r9324
000010168 980__ $$aPAPER