摘要
通过对单层球壳结构模型的振动台试验,分析了结构在地震作用下的破坏模式。为使模型呈现不同的倒塌模式,设计了3个缩尺比为1/10的试验模型:模型1与模型3以期发生承载力破坏倒塌模式;模型2设置6个薄弱区,以期发生动力失稳。采用多次加载方案,水平向输入地震波,逐级提高峰值加速度,完成振动台试验。采用基线调整法对原始试验数据进行校正;采用有限元软件ANSYS中的大质量法对试验模型进行考虑双非线性的多点输入时程分析,获得结构动力响应;采用自编程序对模型结构进行有限元塑性分析。结果表明:试验模型的倒塌模式与试验预期结果吻合良好,验证了振动台试验的完备性;有限元分析结果与实测结果吻合较好,验证了数值计算方法的正确性。
In this paper, the collapse failure modes are analyzed through shaking table tests. In order to were designed with characteristics as follows： model under seismic excitations exhibit different collapse of single-layer latticed spherical shells modes, three 1/10 scale testing models 1 and model 3 were expected to collapse in the strength mode; model 2 possessed six weak parts located on six radial main rib zones and was expected to collapse failure in the dynamic instability mode. By increasing the peak ground accelerations of seismic waves along horizontal direction gradually, the shaking table tests were conducted until all three models collapsed （or locally collapsed）. The original test results were corrected according to the baseline adjustment method. By the large mass method （LMM） in ANSYS, time history analysis under multi-support excitations was carried out for the testing models, considering geometric nonlinearity and material nonlinearity. The structural dynamic response was obtained and the FEM plastic analysis was conducted by self-compiling program via connecting the data of ANSYS and MATLAB. The test results show that the failure modes of models are well consistent with the expectations, which verifies the completeness of the testing scheme. And the numerical model is also proved to be reasonable by comparing the theoretical and experimental results.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2013年第4期81-90,共10页
Journal of Building Structures
基金
国家杰出青年科学基金项目(51125031)
关键词
单层球壳
振动台试验
多点输入时程分析
倒塌模式
single-layer spherical shell
shaking table test
time history analysis under multi-support excitations
collapse failure mode
