期刊文献+

单自由度抗爆结构的非线性动力响应分析 被引量:4

Analysis of Nonlinear Dynamics Response in Single Freedom Blast Resistance Structure
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摘要 采用直接积分法的线性加速度法分析方法,对单自由度抗爆结构在的爆炸荷载下进行非线性动力分析,以及动力响应的求解。本方法可应用于抗爆结构设计。 By using direct integration with linear acceleration analytical method, nonlinear dynamic analysis for single freedom explosive resistant structure under explosion load was carried out in this article. The solution of dynamic response was, then, found. The method used in herein can be applied in the design of explosive resistant structure.
出处 《医药工程设计》 2013年第3期43-47,共5页 Pharmaceutical Engineering Design
关键词 直接积分法 线性加速度法 抗爆结构 direct integration linear acceleration method explosive resistant structure
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参考文献5

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二级参考文献4

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共引文献2

同被引文献17

  • 1孙建运,李国强,陆勇.爆炸冲击荷载作用下SRC柱等效单自由度模型[J].振动与冲击,2007,26(6):82-89. 被引量:9
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  • 3蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003..
  • 4GANTES C J, PNEVMATIKOS N G. Elastic plastic Response Spectra for Exponential Blast Loading[J]. International Journal of Impact Engineering,2004,30 (3) :323-343.
  • 5LI Q M, MENG H. Pressure-impulse Diagram for Blast Loads Based on Dimensional Analysis and Sin- gle-degree-of-freedom Model[J]. Journal of Engineer- ing Mechanics, 2002,128 ( 1 ) : 87-92.
  • 6LI Q M, MENG H. Pulse Loading Shape Effects on Pressure-impulse Diagram of an Elastic-plastic, Sin- gle-degree-of-freedom Structural Model [ J ]. Interna- tional Journal of Mechanical Sciences, 2002, 44 (9) : 1985-1998.
  • 7YU M H. Unified Strength Theory and Its Aplolica- tions[M]. Berlin: Springer, 2004.
  • 8ASCE. Design of Blast Resistant Buildings in Petro- chemical Facilities[M]. New York: ASCE, 1997.
  • 9史恒通,聂向东.单自由度系统在爆炸荷载作用下的弹塑性动力时程分析方法及应用[J].工业建筑,2010,40(S1):201-206. 被引量:2
  • 10高丹盈,付超云,赵利梅.加载速度对塑性混凝土强度的影响[J].人民黄河,2009,31(6):115-116. 被引量:8

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