Two loosely coupled single degree of freedom (SDOF) systems were used to model the flexural and direct shear responses of one-way reinforced concrete slabs subjected to explosive loading. Blast test results show that ...Two loosely coupled single degree of freedom (SDOF) systems were used to model the flexural and direct shear responses of one-way reinforced concrete slabs subjected to explosive loading. Blast test results show that the SDOF systems are accurate in predicting the failure mode of the slab under blast loads by incorporating the effects of the strain rate effect caused by rapid load application. Based on different damage criteria, pressure-impulse (P-I) diagrams of the two failure modes were analyzed with the SDOF systems. The effects of span length, concrete strength, and reinforcement ratio of the slab on the P-I diagram were also investigated. Results indicate that a slab tends to fail in direct shear mode when it is of a smaller span length and tends to fail in flexure mode when it is of a larger span length. With the increase of the concrete strength or reinforced ratio, both the flexure and shear capacity increase. Based on numerical results, a simplified method and a semi analytical equation for deriving the P-I diagram are proposed for different failure modes and damage levels.展开更多
【目的】大地电磁测深是一种通过观测天然电磁场获取地下电性结构的勘探方法,较易受到噪声干扰。脉冲类噪声是大地电磁工作中的常见噪声,其幅值高、频带宽,会对数据质量产生较大影响。【方法】为了压制脉冲类噪声,以插补思想为基础,提...【目的】大地电磁测深是一种通过观测天然电磁场获取地下电性结构的勘探方法,较易受到噪声干扰。脉冲类噪声是大地电磁工作中的常见噪声,其幅值高、频带宽,会对数据质量产生较大影响。【方法】为了压制脉冲类噪声,以插补思想为基础,提出了基于时间序列双向循环插补模型(Bidirectional recurrent imputation for time series,BRITS)的大地电磁脉冲类噪声处理方法。首先,将噪声干扰段删除,此时大地电磁时间序列可视为待插补的缺失序列,而后利用该缺失序列构建训练集,对BRITS模型进行插补训练,训练完成后对缺失序列进行插补,即可得到去噪结果。通过仿真及实测含噪声数据处理,并与经验模态分解(Empirical mode decomposition,EMD)阈值方法进行了对比。【结果和结论】结果表明:BRITS方法对仿真噪声数据处理后与原始数据的归一化互相关系数可达0.999以上,信噪比可达29 dB以上,EMD阈值方法处理前后相关系数为0.778,信噪比为3.09 dB;在实测数据处理中,BRITS方法有效恢复了噪声干扰数据,相比EMD阈值方法,其阻抗奈奎斯特图更接近天然大地电磁信号特征。通过不同训练样本试验得出:对4分量大地电磁数据而言,数据中至少需包含两道正常分量,单个含噪分量中噪声占比不大于20%,且噪声连续干扰长度不超过10个采样点,此时,BRITS方法去噪后数据的相关系数在0.96以上,可以保证一定的去噪精度。展开更多
基金Project(JC11-02-18) supported by the Scientific Foundation of National University of Defense Technology, ChinaProject(11202236) supported by the National Natural Science Foundation of China
文摘Two loosely coupled single degree of freedom (SDOF) systems were used to model the flexural and direct shear responses of one-way reinforced concrete slabs subjected to explosive loading. Blast test results show that the SDOF systems are accurate in predicting the failure mode of the slab under blast loads by incorporating the effects of the strain rate effect caused by rapid load application. Based on different damage criteria, pressure-impulse (P-I) diagrams of the two failure modes were analyzed with the SDOF systems. The effects of span length, concrete strength, and reinforcement ratio of the slab on the P-I diagram were also investigated. Results indicate that a slab tends to fail in direct shear mode when it is of a smaller span length and tends to fail in flexure mode when it is of a larger span length. With the increase of the concrete strength or reinforced ratio, both the flexure and shear capacity increase. Based on numerical results, a simplified method and a semi analytical equation for deriving the P-I diagram are proposed for different failure modes and damage levels.
文摘【目的】大地电磁测深是一种通过观测天然电磁场获取地下电性结构的勘探方法,较易受到噪声干扰。脉冲类噪声是大地电磁工作中的常见噪声,其幅值高、频带宽,会对数据质量产生较大影响。【方法】为了压制脉冲类噪声,以插补思想为基础,提出了基于时间序列双向循环插补模型(Bidirectional recurrent imputation for time series,BRITS)的大地电磁脉冲类噪声处理方法。首先,将噪声干扰段删除,此时大地电磁时间序列可视为待插补的缺失序列,而后利用该缺失序列构建训练集,对BRITS模型进行插补训练,训练完成后对缺失序列进行插补,即可得到去噪结果。通过仿真及实测含噪声数据处理,并与经验模态分解(Empirical mode decomposition,EMD)阈值方法进行了对比。【结果和结论】结果表明:BRITS方法对仿真噪声数据处理后与原始数据的归一化互相关系数可达0.999以上,信噪比可达29 dB以上,EMD阈值方法处理前后相关系数为0.778,信噪比为3.09 dB;在实测数据处理中,BRITS方法有效恢复了噪声干扰数据,相比EMD阈值方法,其阻抗奈奎斯特图更接近天然大地电磁信号特征。通过不同训练样本试验得出:对4分量大地电磁数据而言,数据中至少需包含两道正常分量,单个含噪分量中噪声占比不大于20%,且噪声连续干扰长度不超过10个采样点,此时,BRITS方法去噪后数据的相关系数在0.96以上,可以保证一定的去噪精度。
