000009982 001__ 9982
000009982 005__ 20141205154136.0
000009982 04107 $$aeng
000009982 046__ $$k2008-10-12
000009982 100__ $$aFeng, D.M.
000009982 24500 $$aNumerical Response Analysis and Shaking Table Tests for Bridge and Building Complex Structural System (Part I: Complex Structure Dynamic Test Research)

000009982 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009982 260__ $$b
000009982 506__ $$arestricted
000009982 520__ $$2eng$$aIn the paper, the bridge and building complex structural system is proposed as a new seismic structural system, and a steel frame complex structural model with the dissipation devices is designed for a large scale shaking table dynamic test. Based on the new complex structural system and dynamic test results, the computation model, design parameters, earthquake response numerical analysis and the earthquake response decrease effect are mainly researched in our research. The basic concept system of bridge and building complex structure with energy dissipation devices is provided firstly, and a steel frame structural model weighted 4.5 ton is designed. The research results show that the complex structure has a good reduction vibration effect; the acceleration response decreases nearly 50% in horizontal direction for building part. Compared to the pure bridge structure system, the acceleration response in deck of the bridge of the complex structure decreases 9%~30%, and the displacement responses decrease is 8% to 30%. The dynamic test results showed the new bridge and building complex structural system has good reduction vibration effect for both parts of bridge and building.

000009982 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009982 653__ $$aThe bridge and building complex structure, earthquake responses, isolation system

000009982 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009982 720__ $$aFeng, D.M.$$iHe, W.F.$$iYang, Y.Q.$$iLiu, W.G.
000009982 8560_ $$ffischerc@itam.cas.cz
000009982 8564_ $$s1114586$$uhttps://invenio.itam.cas.cz/record/9982/files/05-06-0057.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0057.
000009982 962__ $$r9324
000009982 980__ $$aPAPER