摘要
结合工程实践 ,对高层建筑物的解体形式、撞击地面的能量和震动在介质中的传播规律等进行分析 ,把建筑物的结构特征和爆破参数联系起来 ,建立了特定条件下高层建筑物塌落震动质点振动速度的数学模型 ,该模型揭示的基本规律与工程实际吻合较好。
The disintegration form of tall buildings, impac energy of tall building to the ground and stress wave propagation in the media are analyzed on the basis of engineering evolution.According to the relationship between the structural parameters of construction and designed blasting parameters, a mathematical model for particle vibration velocity of collapsed tall building is given under specific condition. The mathematical model, which is in more favor of engineering practice by comparison with previous empirical formula, provides definite theoretic foundation for future analyze of predication and control of vibration effect of collapsed tall building.
出处
《爆炸与冲击》
EI
CAS
CSCD
北大核心
2002年第2期188-192,共5页
Explosion and Shock Waves
