000012049 001__ 12049
000012049 005__ 20141205160014.0
000012049 04107 $$aeng
000012049 046__ $$k2008-10-12
000012049 100__ $$aWang, Yayong
000012049 24500 $$aStudy on Building Damages in the 512 Wenchuan Earthquake in Correspondence with the Provisions of The Seismic Design Code GB50011 of China

000012049 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012049 260__ $$b
000012049 506__ $$arestricted
000012049 520__ $$2eng$$aDifferent kinds of buildings were severely damaged or collapsed during the May 12, 2008 Great Wenchuan Earthquake. Based on the field survey data in regions of moderate to severe intensity, studies on building damages in respect to three earthquake performance objectives and essential requirements for seismic conceptual design issued by the national “Code for Seismic Design of Buildings GB50011-2001” are carried out [1]. The real damage and the predicted damage on a given earthquake level for different structures are compared. Discussions on the seismic conceptual design with respect to multiple defense lines, strong column-weak beam, ductility detailing of masonry structures, stair shaft of buildings, loading and force transfer paths, etc. are taken. It is concluded that the seismic performance objectives on three earthquake levels, i.e. “no failure under minor earthquake level”, “repairable damage under moderate earthquake level” and “no collapse under major earthquake level” can be achieved while the seismic design is carried out by strictly following the code requirements and the construction quality is guaranteed.

000012049 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012049 653__ $$aWenchuan Earthquake, building damage, seismic conceptual design, multiple defense lines

000012049 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012049 720__ $$aWang, Yayong
000012049 8560_ $$ffischerc@itam.cas.cz
000012049 8564_ $$s438884$$uhttps://invenio.itam.cas.cz/record/12049/files/S31-011.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S31-011.
000012049 962__ $$r9324
000012049 980__ $$aPAPER