摘要
提出了一种水平-竖向复合隔震装置,设计了试验模型,通过力学性能试验检验试验模型的刚度和阻尼性能,验证了设计理论,并且分析了复合隔震装置在不同加载频率、预压平衡位置和振幅时的刚度和阻尼性能,碟形弹簧竖向减震装置和铅芯橡胶垫的性能对复合隔震装置性能的影响。结果证明,此复合隔震装置具有合适的水平和竖向的刚度和阻尼,性能稳定,是一种较好的隔震装置。
A kind of lateral and vertical compound seismic isolation system is proposed, and the model of test is also designed. The test is conducted in dynamic character, verifies the rigidity and damping properties of the model, it proved the theory of design. The property of the compound seismic isolation system is analysed in different frequency, the equilibrium position and amplitude; and the influences of disk spring and the lead rubber bearing are also discussed on the compound seismic isolation system. It is not only with vertical appropriate stiffness and damper performance, but also with stable performance and compact system, which is a good seismic isolation system as well.
出处
《工业建筑》
CSCD
北大核心
2008年第3期64-67,共4页
Industrial Construction
基金
国家自然科学基金资助项目(50278093)
关键词
复合隔震
试验研究
基础隔震
性能试验
compound seismic isolation experimental study base seismic isolation property test
