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《Blasting》 2004-02
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Blasting Vibration Effect

QIAN Qi-hu~1,CHEN Shi-hai~(1,2) (1.PLA University of Science and Technology,Nanjing 21007, China; 2.Shandong University of Science and Technology,Taian 271019,China)  
The selection of the blasting-earthquake intensity project standard parameters, the ground vibrations induced by blasting, and analysis of the shake force against structure are the predominate questions of project structure. The blasting limitation of blasting vibration intensity is introduced, the dependence of blasting vibration acceleration and speed is analyzed. Through analyzing the single particle system reacting to blasting vibration, the internal force of structure is calculated especially. The conclusions are drawn that the vibration disaster of structure is determined by blasting vibration acceleration maximum or blasting vibration velocity maximum, while vibration disaster of rock soil project mainly by great speed of ground movement.
【CateGory Index】: P631.4
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【References】
Chinese Journal Full-text Database 10 Hits
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4 SHI Xiu-zhi,WANG Huai-yong,TIAN Jian-jun,CHEN Shou-ru(School of Resources and Safety Engineering,Central South University,Changsha 410083,China);Sensitivity Analysis of Factors Causing Damage of Residential Houses by Blasting Vibration Based on Grey Association Analysis[J];Blasting;2008-03
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