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Dynamic response of concrete frame structure under a blasting demolition environment
Cheng, Xuansheng; Jing, Wei; Ma, Jiexuan
刊名Electronic Journal of Geotechnical Engineering
2014
卷号19期号:Z7页码:17823-17837
关键词Blasting Computer software Concretes Demolition Dynamic response MATLAB Structural frames
英文摘要Different simulation blasting vibration waves are obtained using MATLAB software to examine the dynamic response of concrete frame structure under a blasting demolition environment, avoid impact on surrounding buildings, and prevent the vibration damage of blasting demolition to buildings. Structural displacement and acceleration response of a concrete frame structure with different explosive energy and blasting center distance are discussed using SAP2000. Results show that (1) vibration response on top of the concrete frame structure reaches maximum under the blasting vibration wave; (2) the larger the explosive distance, the smaller the explosive vibration response, and (3) explosive vibration response increases with the increase of explosive energy. Therefore, moderate explosive energy should be used in demolition engineering to decrease the influence on surrounding buildings. Weak parts on top of concrete frame structures should also be strengthened further in structure design. © 2014 ejge.
语种英语
出版者E-Journal of Geotechnical Engineering
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/151300]  
专题土木工程学院
作者单位School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China
推荐引用方式
GB/T 7714
Cheng, Xuansheng,Jing, Wei,Ma, Jiexuan. Dynamic response of concrete frame structure under a blasting demolition environment[J]. Electronic Journal of Geotechnical Engineering,2014,19(Z7):17823-17837.
APA Cheng, Xuansheng,Jing, Wei,&Ma, Jiexuan.(2014).Dynamic response of concrete frame structure under a blasting demolition environment.Electronic Journal of Geotechnical Engineering,19(Z7),17823-17837.
MLA Cheng, Xuansheng,et al."Dynamic response of concrete frame structure under a blasting demolition environment".Electronic Journal of Geotechnical Engineering 19.Z7(2014):17823-17837.
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