基金项目:国家自然科学基金(51308517)和国防技术基础计划项目(Z312012B001)共同资助.
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通过理论推导,得到了正弦扫频函数的精确数学描述。通过模态测试,获取了五层钢框架结构的五阶横向固有频率。由结构正弦扫频振动的数值仿真分析可知,结构在正反向正弦扫频激励下的动力响应差异不大,两者的结果均可作为试件动力特性的评定指标; 但在结构正弦扫频振动台试验设计时,应根据台面的动力特征确定是否考虑振动台面对结构动力响应的影响并进行修正。以上结论可为结构正弦扫频振动台试验的设计及动力时程仿真提供理论依据。
Based on the theoretic derivation,the representation of sine-swept function was obtained accurately,and according to the structural model test,the fifth-order natural frequencies of five-story steel frame structure in transverse direction were acquired. From the numerical simulation results of steel frame structure excited by sine-swept vibration,the dynamic response of structure excited by sine-swept vibration in forward and reverse has the little difference,and both of the results can be used as the evaluation index of the dynamic property of structure. However,when designing the structure excited by sine-swept vibration table test,it should be decide that whether to consider the influence of vibration table-board on the structure dynamic response and modified it based on the dynamic properties of table-board. The conclusions mentioned can provide the theory basis for the designing the structural vibration table test in sine-swept excite and dynamic time history simulation.