000009880 001__ 9880
000009880 005__ 20141205153203.0
000009880 04107 $$aeng
000009880 046__ $$k2008-10-12
000009880 100__ $$aDing, Yuming
000009880 24500 $$aSeismic Design of the Cut and Cover Tunnel of the Canada Line Rapid Transit

000009880 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009880 260__ $$b
000009880 506__ $$arestricted
000009880 520__ $$2eng$$aConstruction of the Canada Line Rapid Transit Project is currently underway in Vancouver, BC. The 19 km rapid transit system includes 6.6 km of cut and cover box structure – one of the longest cut and cover rapid transit tunnels in Canada. The design for the cast-in-place reinforced concrete box included standard side-by-side, stacked, special cross-over single box and transitional rollover configurations. The seismic design accounted for both pressure-based and racking displacement-based demands. The racking displacements were based on state-of-the-art research on soil-structure interaction analyses. Four different types of soil conditions were encountered over the 6.6 km length of tunnel. State-of-the-practice seismic design was utilized to produce cost-effective structures for the project.

000009880 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009880 653__ $$aSeismic Analysis, Cut and Cover Tunnel, Racking Displacement, Seismic Design, Canada Line Rapid Transit 

000009880 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009880 720__ $$aDing, Yuming$$iXiao, Sean$$iChan, Samson$$iWoodhead, Roger
000009880 8560_ $$ffischerc@itam.cas.cz
000009880 8564_ $$s1745074$$uhttps://invenio.itam.cas.cz/record/9880/files/05-03-0008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0008.
000009880 962__ $$r9324
000009880 980__ $$aPAPER