Strengthening of Historic Reinforced Brick Wall Building Implemented with Energy Dissipation devices *
This 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.
Reinforced Brick Wall Building Energy Dissipation devices Seismic Response
Chan Tianchyuan Yu Zonghua Hsieh Fengyang Cheng Yilung Shin Kuanyi Wang Hsuehfen
Associate Professor, Department of Architecture & Urban Design, Chinese Culture University,Taipei 11 Graduate Student, Dept. of Architecture & Urban Design, Chinese Culture University,Taipei 11214,Chin Structural Engineer, Dept. of Architectural Engineering, China University of Technology,Taipei 11714
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）