摘要
对埋置在土体中的圆形衬砌内发生意外爆炸引起的附近地表的滑移隔震建筑 (考虑了土 结构相互作用 )的动力响应进行了研究。在土 结构相互作用分析中 ,分别采用有限元、无穷元和集中质点体系建立了衬砌周围的有限土区、四周的无限土区以及基底滑移隔震建筑的计算模型 ;在基底滑移隔震分析中 ,提出了用连续摩擦力模型取代传统的库仑摩擦力模型 ,避免跟踪啮合滑移的过渡边界并可减小计算误差。通过数值模拟 6层基底滑移隔震建筑在遭受地下爆炸冲击波作用且考虑土 结构相互作用所产生的动力响应 ,分析了基底滑移隔震效果以及不同隔震参数对隔震效果的影响 。
In this paper, the dynamic responses, caused by the accidental explosion inside the circular liners buried in soil, of sliding base isolated buildings located on the surface of ground, are investigated by considering the interaction between soil and structures. In the analysis for the interaction between soil and structures, the calculated models for the finite soil, the semi infinite soil and the sliding base isolated building are established using a method considering with the finite element, the infinite element and the lumped mass system. In the analysis for sliding base isolation, instead of the traditional Coulomb friction model the continuous friction model is proposed in order to avoid to trace the transient boundary between meshing and sliding and to reduce the calculated error. Finally, the dynamic responses of a 6 story building with sliding base isolation, excited by the shock wave of underground explosion, is numerically simulated to investigate the effect of sliding base isolation and the influence of different isolation parameters on the effect, which provides a helpful reference for either related academic research or practices in engineering.
出处
《爆炸与冲击》
EI
CAS
CSCD
北大核心
2004年第1期16-23,共8页
Explosion and Shock Waves
基金
国家自然科学基金项目 (5 0 1 780 4 7)
关键词
爆炸力学
冲击波
基底滑移
隔震建筑
土-结构相互作用
动力响应
密闭衬砌
结构分析
mechanics of explosion
dynamic responses
continuous friction model
sliding base isolated building
shock wave of underground explosion
soil structure interaction
