000019979 001__ 19979
000019979 005__ 20170118182349.0
000019979 04107 $$aeng
000019979 046__ $$k2017-01-09
000019979 100__ $$aMartin, Pierre-Olivier
000019979 24500 $$aThe Behavior of the Steel Structures To Earthquakes - Experience Feedback

000019979 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019979 260__ $$b
000019979 506__ $$arestricted
000019979 520__ $$2eng$$aUsing the reports of the post-seismic missions realized by AFPS for thirty years (for 1985 – Mexico) and articles and other publications concerning earthquakes that have not been the subject of site visits, an assessment on the behavior of steel structures to earthquakes is proposed. The analysis takes into account reports and other written documents and pictures taken on-site. The experience feedback (of 28 major earthquakes recorded worldwide) shows a globally satisfactory behavior of this kind of structures in earthquakes. It is also an opportunity to review the structures with dissipative behavior that have been used now for about twenty years and for which the data of real performance is available. The characteristic damage identified during post-seismic mission is presented by type of steel structure.

000019979 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019979 653__ $$areports of the post-seismic missions, experience feedback, the characteristic damage, behavior of the steel structures to earthquakes.

000019979 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019979 720__ $$aMartin, Pierre-Olivier$$iBalgiu, Andrei
000019979 8560_ $$ffischerc@itam.cas.cz
000019979 8564_ $$s2227623$$uhttps://invenio.itam.cas.cz/record/19979/files/4864.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4864.
000019979 962__ $$r16048
000019979 980__ $$aPAPER