000010209 001__ 10209
000010209 005__ 20141205155703.0
000010209 04107 $$aeng
000010209 046__ $$k2008-10-12
000010209 100__ $$aHe, M.J.
000010209 24500 $$aSeismic Resistant Performance Analysis on an Unsymmetrical Super-High Steel TV Tower

000010209 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010209 260__ $$b
000010209 506__ $$arestricted
000010209 520__ $$2eng$$aLinyi TV tower located in Linyi, Shandong province is an unsymmetrical steel TV tower of 326m in height. Its main body is a circular hollow section (CHS) with big diameter which is supported by a curved truss laid in spirality. Based on the case study of this unique steel TV tower, both conventional earthquake time-history response analysis and rare earthquake nonlinear time-history response analysis of the structure are made to evaluate the seismic behavior of the tower such as weak spots and weak degrees. The results show that the seismic resistant performance of this structure is good. A few points on the tower need to be paid more attention under strong earthquake. The structure meets the requirements of no-damage under light earthquake, repairable under medium earthquake and no-collapse under strong earthquake.

000010209 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010209 653__ $$aSteel Tower, time-history response, conventional earthquake, rare earthquake, seismic resistant evaluation

000010209 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010209 720__ $$aHe, M.J.$$iLi, X.$$iMa, R.L.$$iChen, J.L.
000010209 8560_ $$ffischerc@itam.cas.cz
000010209 8564_ $$s327779$$uhttps://invenio.itam.cas.cz/record/10209/files/05-04-0111.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0111.
000010209 962__ $$r9324
000010209 980__ $$aPAPER