000012059 001__ 12059
000012059 005__ 20141205160015.0
000012059 04107 $$aeng
000012059 046__ $$k2008-10-12
000012059 100__ $$aWang, Zhiqiang
000012059 24500 $$aShake Table Tests of Segmental Bridge Column with Match-Cast Dry Joints

000012059 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012059 260__ $$b
000012059 506__ $$arestricted
000012059 520__ $$2eng$$aIn the paper, the seismic performance of segmental bridge column with match-cast dry joints was investigated through a series of earthquake simulator tests. The research objectives were to investigate the effect of cast-in-placement construction method to pre-cast segmental construction, to compare the damaging effects of existing of energy-dissipating device, and to assess the different dynamic response with the same skeleton curve between cast-in-placement specimen and pre-cast segmental specimen. Then performance of each column was examined using some measures. Comparing the response of each specimen to the same runs, the relative displacement demand of the pre-cast segmental bridge column with samller enengy-dissipation capacity is large than that of a conventional cast-in-place reinforced concrete bridge column.

000012059 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012059 653__ $$aunbonded and bonded strands, dry joints, segmental bridge columns, shake table test

000012059 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012059 720__ $$aWang, Zhiqiang$$iGe, Jiping$$iWei, Hongyi
000012059 8560_ $$ffischerc@itam.cas.cz
000012059 8564_ $$s403584$$uhttps://invenio.itam.cas.cz/record/12059/files/12-01-0191.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0191.
000012059 962__ $$r9324
000012059 980__ $$aPAPER