000012908 001__ 12908
000012908 005__ 20160920162655.0
000012908 04107 $$aeng
000012908 046__ $$k2016-09-05
000012908 100__ $$aForcellini, D.
000012908 24500 $$aCost assessment of an isolated bridge with soil-structure interaction

000012908 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012908 260__ $$bTaylor and Francis Group, London, UK
000012908 506__ $$arestricted
000012908 520__ $$2eng$$aBridges are lifeline structures acting as an important link in surface transportation network and their collapse under seismic excitations affects social and civil functionality. Historical bridge seismic collapses have proved the significant role of structure interaction (SSI). The paper aims at evaluating bridge protection and seismic strengthening applying isolation technique. It is based on the application of a Performance-Based Earthquake Engineering (PBEE) methodology, introduced by the Pacific Earthquake Engineering Research (PEER) center. The study presents a representative two—span bridge with several isolated configurations as affected by soil compliance. Isolation technique contribution is assessed in terms of cost quantities with Peak Ground Acceleration levels. The study can be considered a first attempt to evaluate seismic effects of SSI by taking into account economic performance.

000012908 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012908 653__ $$a

000012908 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012908 720__ $$aForcellini, D.
000012908 8560_ $$ffischerc@itam.cas.cz
000012908 8564_ $$s2057228$$uhttps://invenio.itam.cas.cz/record/12908/files/356.pdf$$yOriginal version of the author's contribution as presented on CD, 356.pdf.
000012908 962__ $$r12552
000012908 980__ $$aPAPER