000010547 001__ 10547
000010547 005__ 20141205155738.0
000010547 04107 $$aeng
000010547 046__ $$k2008-10-12
000010547 100__ $$aKoike, Takeshi
000010547 24500 $$aSeismic Design of Reinforcing Piles for an Existing Bridge Pier

000010547 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010547 260__ $$b
000010547 506__ $$arestricted
000010547 520__ $$2eng$$aMany existing infrastructures constructed prior to 1980 in Japan were designed for a particular seismic load which is smaller than the Level 2 ground motion caused by the maximum considered earthquake (MCE). Those existing structures must be retrofitted to comply with the seismic requirement for the level 2 ground motion to be newly designated after 1995 Hyogoken-Nanbu earthquake. For such pile-supported structures, a new seismic retrofitting approach is proposed by introducing additional reinforing piles. The effectiveness for this approach will be discussed based on the seismic performance-based design method.

000010547 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010547 653__ $$aReinforcing pile, existing bridge pier, seismic design, retrofit

000010547 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010547 720__ $$aKoike, Takeshi$$iWatanabe, Yutaka
000010547 8560_ $$ffischerc@itam.cas.cz
000010547 8564_ $$s102202$$uhttps://invenio.itam.cas.cz/record/10547/files/04-01-0026.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0026.
000010547 962__ $$r9324
000010547 980__ $$aPAPER