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Seismic reinforcement conception design of existing masonry structure
Qi, Hongwei2; Li, Miao2; Huang, Xiaoning1,2
2011
会议日期January 7, 2011 - January 9, 2011
会议地点Guangzhou, China
关键词Bearings (structural) Construction equipment Design Earthquakes Masonry construction Masonry materials Reinforcement Walls (structural partitions) Concept designs Evaluation results Masonry building Masonry structures Primary design Reinforcement design Resistance behaviors Seismic bearing capacity Seismic conception design Seismic loadings Seismic reinforcement
卷号163-167
DOI10.4028/www.scientific.net/AMR.163-167.3448
页码3448-3452
英文摘要In this paper, earthquake-resistance behaviors of existing masonry structures are evaluated based on a certain masonry building. The existing masonry structure is evaluated in its defects of primary design and construction measurements, seismic bearing capacity and durability. Based on results of evaluation, the seismic reinforcement design is introduced for improving earthquake-resistance behaviors of the whole building and its weak positions. In the seismic reinforcement concept design, the ductility of the masonry structure is improved in bearing seismic loading and plastic deformation. Further more, the masonry building is reinforced for avoiding collapse due to the weak positions of its bottom and top layers, stair halls, short walls and wall corners. Evaluation results and the corresponding seismic reinforcement design are significant for safety of both existing and newly designed masonry structures in earth-quake areas. © (2011) Trans Tech Publications.
会议录Advanced Materials Research
会议录出版者Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany
语种英语
ISSN号10226680
内容类型会议论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/116720]  
专题兰州理工大学
作者单位1.Lanzhou University of Technology, Lanzhou, 730050, China
2.North China Institute of Science and Technology, Beijing, 101601, China;
推荐引用方式
GB/T 7714
Qi, Hongwei,Li, Miao,Huang, Xiaoning. Seismic reinforcement conception design of existing masonry structure[C]. 见:. Guangzhou, China. January 7, 2011 - January 9, 2011.
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