参考文献/References:
[1]孟吉复,惠鸿斌.爆破测试技术[M]. 北京:冶金工业出版社,l992.116~117. [2]霍永基. 建筑结构爆破振动效应及安全分析研究[J].爆破,2003,20(1):1~6.[3]Moore, A.J. and Richards, A.B. Structural response of brick veneer houses to blast vibration, Proc. Annual conference on Explosives and Blasting technique, ISEE, 2003, 2.151~153.[4]GB67222003,爆破安全规程[S].[5]Adhikari, G.R., Jain, N.K. and R.N. Gupta Categorization of vibration frequency based on structure responses visàvis vibration standard, Journal of Mines,Metals & Fuels, November, 2004. 275277, 268.[6]曹孝君,张继春,吕林和.频率对爆破地震作用下结构的动力响应的影响研究[J].爆破,2006(6).57~59.
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