000011630 001__ 11630
000011630 005__ 20141205155930.0
000011630 04107 $$aeng
000011630 046__ $$k2008-10-12
000011630 100__ $$aShi, Peixin
000011630 24500 $$aSeismic Response of Buried Pipelines to Surface Wave Propagation Effects

000011630 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011630 260__ $$b
000011630 506__ $$arestricted
000011630 520__ $$2eng$$aThis paper describes an analytical model for seismic response of buried pipelines to surface wave propagation effects. This model accounts for the mechanism of shear transfer and relative joint pullout movement as a result of soil-structure interaction. Finite element simulation of the performance of jointed concrete cylinder pipelines (JCCPs) under surface wave propagation effects during the 1985 Michoacan earthquake is consistent with the field observations. In conjunction with the work conducted by Wang (2006) at Cornell University on body wave effects, a dimensionless plot is developed for estimating the relative joint pullout movement of JCCPs. The application of the dimensionless plot is expanded to other types of pipelines composed of joints exhibiting ductile tensile failure behavior, such as cast iron (CI) pipelines with lead-caulked joints, by incorporating a dimensionless reduction factor to consider the joint ductility.

000011630 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011630 653__ $$aSoil-Structure Interaction, Surface Waves, Joint Pullout, Finite Element Methods, Jointed Concrete Cylinder Pipelines, Cast Iron Pipelines

000011630 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011630 720__ $$aShi, Peixin$$iO'Rourke, Thomas D.$$iWang, Yu$$iFan, Ke
000011630 8560_ $$ffischerc@itam.cas.cz
000011630 8564_ $$s377445$$uhttps://invenio.itam.cas.cz/record/11630/files/06-0084.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 06-0084.
000011630 962__ $$r9324
000011630 980__ $$aPAPER