000011334 001__ 11334
000011334 005__ 20141205155900.0
000011334 04107 $$aeng
000011334 046__ $$k2008-10-12
000011334 100__ $$aPetersen, Derek
000011334 24500 $$aSeismic Behavior and Design of Cast-in-Place Anchors

000011334 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011334 260__ $$b
000011334 506__ $$arestricted
000011334 520__ $$2eng$$aCast-in-place anchors are used to connect steel members (i.e., girders and columns) with concrete (i.e., walls and foundations). The behavior of anchor connections directly affects the behavior of a structure in the event of an earthquake. A thorough understanding of the seismic behavior of cast-in-place anchors/headed studs is necessary to ensure safe member connections and structural performance in such events. This paper summarizes existing experimental data and analytical studies on the behavior of cast-in-place anchors/headed studs under cyclic loading (including cyclic tension, shear, and combined tension-shear in the literature. Design equations from several building codes around the world have been reviewed and compared. The presented information will provide an overview of the modern day understanding of seismic anchor design and areas of seismic anchor design that are being addressed by an ongoing research project.

000011334 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011334 653__ $$aAnchor, anchor reinforcement, cyclic, tension, shear, seismic

000011334 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011334 720__ $$aPetersen, Derek$$iJohnston, Joshua$$iZhao, Jian$$iShahrooz, Bahram$$iTong, Xiangdong
000011334 8560_ $$ffischerc@itam.cas.cz
000011334 8564_ $$s494834$$uhttps://invenio.itam.cas.cz/record/11334/files/08-02-0047.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 08-02-0047.
000011334 962__ $$r9324
000011334 980__ $$aPAPER