000010291 001__ 10291
000010291 005__ 20141205155711.0
000010291 04107 $$aeng
000010291 046__ $$k2008-10-12
000010291 100__ $$aHuang, Yong
000010291 24500 $$aThe Performance of Girder Bridges in the Wenchuan Earthquake and a New Method for Seismic Protection

000010291 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010291 260__ $$b
000010291 506__ $$arestricted
000010291 520__ $$2eng$$aThis paper reports some typical damage samples of the girder bridge in the Wenchuan earthquake, based on an inspection visit to the earthquake site. The causes and regular patterns of the earthquake damage are analyzed. Meanwhile, a new method for seismic protection in strong seismic excitation is proposed. To avoid earthquake damage, the new method uses proper constructional measure to change the transmission of earthquake energy, reduce the relative displacement between superstructure and substructure, and assure the safety of substructure.

000010291 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010291 653__ $$aWenchuan Earthquake, girder bridges, causes of earthquake damage, new method for seismic protection

000010291 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010291 720__ $$aHuang, Yong
000010291 8560_ $$ffischerc@itam.cas.cz
000010291 8564_ $$s392740$$uhttps://invenio.itam.cas.cz/record/10291/files/S31-036.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S31-036.
000010291 962__ $$r9324
000010291 980__ $$aPAPER