000009663 001__ 9663
000009663 005__ 20141205153141.0
000009663 04107 $$aeng
000009663 046__ $$k2008-10-12
000009663 100__ $$aChan, Tian-Chyuan
000009663 24500 $$aStrengthening of Historic Reinforced Brick Wall Building Implemented with Energy Dissipation Devices

000009663 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009663 260__ $$b
000009663 506__ $$arestricted
000009663 520__ $$2eng$$aThis research compared with the seismic response analysis of two stories historic reinforced brick wall building stand up Di-Hwa street of famous historic area in the north of Taipei city, which implemented or not implemented with energy dissipation devices (fluid viscous damper-FVD). The analysis results shows a two stories historic reinforced brick wall building set to two rigid plate is more reasonable, structural strengthening by implemented with FVD is much better than the other structural strengthening method, for structural seismic resistant design, the earthquake induced building horizontal shear force decrease in 87.8 %; the response of acceleration decrease in 90.7%; the response of floor displacement decrease in 93.22%; The response of story drifts decrease in 91.4% in the minimum requirement of building base shear force under seismic resistant design code of Taiwan.

000009663 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009663 653__ $$aReinforced Brick Wall Building, Energy Dissipation devices, Seismic Response

000009663 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009663 720__ $$aChan, Tian-Chyuan$$iYu, Zonghua$$iHsieh, Fengyang$$iCheng, Yilung$$iShin, Kuanyi$$iWang, Hsuehfen
000009663 8560_ $$ffischerc@itam.cas.cz
000009663 8564_ $$s3959349$$uhttps://invenio.itam.cas.cz/record/9663/files/S11-095.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S11-095.
000009663 962__ $$r9324
000009663 980__ $$aPAPER