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基于S变换的太原地震监测站洞体应变大风干扰时频特征分析
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作者 孟彩菊 张淑亮 +1 位作者 李丽 杨世英 《山西地震》 2021年第3期9-12,共4页
因太原地震监测中心站洞体应变观测分钟值数据记录的风扰信号与同震波形相似,为进行两者的特征识别,特选取2020年6月24日该台洞体应变仪与地震计记录的地震及大风波形数据,采用S变换法进行时频特征分析。结果表明,洞体应变仪记录的风扰... 因太原地震监测中心站洞体应变观测分钟值数据记录的风扰信号与同震波形相似,为进行两者的特征识别,特选取2020年6月24日该台洞体应变仪与地震计记录的地震及大风波形数据,采用S变换法进行时频特征分析。结果表明,洞体应变仪记录的风扰信号与地震信号时频图像形态相似,频率接近,归一化频率范围均在0.1~0.5之间,不易辨识;在地震计仿真763记录仪上,风扰与地震信号的时频结果存在明显差别,地震信号优势频率范围为0.01~0.2,风扰为0.01~0.02。 展开更多
关键词 形变 洞体应变 S变换 大风干扰 时频特征
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Wind tunnel study of aerodynamic wind loading on middle pylon of Taizhou Bridge 被引量:1
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作者 Zhang Zhen Ma Rujin +1 位作者 Hu Xiaohong Chen Airong 《Engineering Sciences》 EI 2011年第2期69-73,共5页
Segment sectional model tests are carried out to investigate the wind loading on middle pylon of Taizhou Bridge, which has complicated three-dimensional flow due to its feature of double columns. Through the force mea... Segment sectional model tests are carried out to investigate the wind loading on middle pylon of Taizhou Bridge, which has complicated three-dimensional flow due to its feature of double columns. Through the force measuring tests, aerodynamic force coefficients of every segment of the pylon columns have been obtained. It is found that the tested aerodynamic force coefficients are much smaller than those given by codes. The interference effects of aerodynamic force coefficients between columns of pylon are discussed. The results show that the interference effect is the most evident when the yaw angle is about 30 ° from transverse direction. This kind of interference effect can be described as diminutions in transverse aerodynamic force coefficients and magnifications in longitudinal aerodynamic force coefficients of downstream columns. 展开更多
关键词 wind tunnel test aerodynamic force coefficient interference effects segment sectional model tests middle pylon Taizhou Bridge
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