000018190 001__ 18190
000018190 005__ 20170118182211.0
000018190 04107 $$aeng
000018190 046__ $$k2017-01-09
000018190 100__ $$aLi, Jianzhong
000018190 24500 $$aMega Bridges

000018190 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018190 260__ $$b
000018190 506__ $$arestricted
000018190 520__ $$2eng$$aSince 1990s, the construction of long span bridges, such as cable-stayed bridges, suspension bridges and arch bridges has been developing rapidly in China. Meanwhile, their seismic performances have attracted great attention in the fields of both bridge engineering and earthquake engineering. In this paper, the recent progress of these bridges in China is firstly summarized. Then, the seismic design methods and seismic energy dissipation devices for these bridges are introduced along with selected design cases. In addition, results of shake-table studies of a suspension supported bridge model and a cable-stayed model with passive energy dissipation devices are given. Finally, the Challenges especially on performance- based seismic design theory of long span bridges and test technology for long span bridge models are also presented. Keywords: Long span bridge; Seismic design; passive energy dissipation devices; shake table tests

000018190 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018190 653__ $$a

000018190 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018190 720__ $$aLi, Jianzhong
000018190 8560_ $$ffischerc@itam.cas.cz
000018190 8564_ $$s1771419$$uhttps://invenio.itam.cas.cz/record/18190/files/InvitedLecture-JianzhongLi.pdf$$yOriginal version of the author's contribution as presented on USB, Invited Lecture.
000018190 962__ $$r16048
000018190 980__ $$aPAPER