2014年鲁甸MS6.5地震造成了极大的人员伤亡和经济损失,其孕震机理和动力学成因为国内外学者广泛关注.由于目前的反演主要采用单一的反演方法进行处理,导致结果的不确定性较大,使得该地震的发震构造及孕震机理等问题仍存在较大争议.针对...2014年鲁甸MS6.5地震造成了极大的人员伤亡和经济损失,其孕震机理和动力学成因为国内外学者广泛关注.由于目前的反演主要采用单一的反演方法进行处理,导致结果的不确定性较大,使得该地震的发震构造及孕震机理等问题仍存在较大争议.针对目前研究存在的不足,本文基于近震波形求解震源机制解的gCAP(general Cut And Paste)方法和全波形拟合方法,分别反演了鲁甸地震主震及其9次余震的震源机制解,以此评价近震数据反演震源机制解结果的可靠性与稳定性.结果表明数据方位角覆盖对gCAP解的稳定性有较大影响.针对全波形拟合方法反演过程中,低频信号稳定、高频信号解析度高的特点,采用0.01~0.05Hz和0.01~0.2Hz分频段波形拟合思路:在低频段剔除拟合差的数据,进一步在高频段进行高解析度波形拟合,从而获得主震可靠稳定的震源机制解.研究结果表明鲁甸地震主震倾角为76°~83°、滑动角为-157°^-164°,为一次高倾角走滑型地震.两种方法获得的余震震源机制解比较一致,验证了结果的可靠性.研究结果显示,鲁甸地震的高倾角破裂特征,会导致其能量释放快速且完整,这可能是导致鲁甸地震地面破坏加重及缺乏较大震级余震的主要原因.展开更多
Here we introduce generalized momentum and coordinate to transform seismic wave displacement equations into Hamiltonian system.We define the Lie operators associated with kinetic and potential energy,and construct a n...Here we introduce generalized momentum and coordinate to transform seismic wave displacement equations into Hamiltonian system.We define the Lie operators associated with kinetic and potential energy,and construct a new kind of second order symplectic scheme,which is extremely suitable for high efficient and long-term seismic wave simulations.Three sets of optimal coefficients are obtained based on the principle of minimum truncation error.We investigate the stability conditions for elastic wave simulation in homogeneous media.These newly developed symplectic schemes are compared with common symplectic schemes to verify the high precision and efficiency in theory and numerical experiments.One of the schemes presented here is compared with the classical Newmark algorithm and third order symplectic scheme to test the long-term computational ability.The scheme gets the same synthetic surface seismic records and single channel record as third order symplectic scheme in the seismic modeling in the heterogeneous model.展开更多
文摘2014年鲁甸MS6.5地震造成了极大的人员伤亡和经济损失,其孕震机理和动力学成因为国内外学者广泛关注.由于目前的反演主要采用单一的反演方法进行处理,导致结果的不确定性较大,使得该地震的发震构造及孕震机理等问题仍存在较大争议.针对目前研究存在的不足,本文基于近震波形求解震源机制解的gCAP(general Cut And Paste)方法和全波形拟合方法,分别反演了鲁甸地震主震及其9次余震的震源机制解,以此评价近震数据反演震源机制解结果的可靠性与稳定性.结果表明数据方位角覆盖对gCAP解的稳定性有较大影响.针对全波形拟合方法反演过程中,低频信号稳定、高频信号解析度高的特点,采用0.01~0.05Hz和0.01~0.2Hz分频段波形拟合思路:在低频段剔除拟合差的数据,进一步在高频段进行高解析度波形拟合,从而获得主震可靠稳定的震源机制解.研究结果表明鲁甸地震主震倾角为76°~83°、滑动角为-157°^-164°,为一次高倾角走滑型地震.两种方法获得的余震震源机制解比较一致,验证了结果的可靠性.研究结果显示,鲁甸地震的高倾角破裂特征,会导致其能量释放快速且完整,这可能是导致鲁甸地震地面破坏加重及缺乏较大震级余震的主要原因.
基金financially supported by the National Natural Science Foundation of China(Grant Nos.41174047,40874024&41204041)
文摘Here we introduce generalized momentum and coordinate to transform seismic wave displacement equations into Hamiltonian system.We define the Lie operators associated with kinetic and potential energy,and construct a new kind of second order symplectic scheme,which is extremely suitable for high efficient and long-term seismic wave simulations.Three sets of optimal coefficients are obtained based on the principle of minimum truncation error.We investigate the stability conditions for elastic wave simulation in homogeneous media.These newly developed symplectic schemes are compared with common symplectic schemes to verify the high precision and efficiency in theory and numerical experiments.One of the schemes presented here is compared with the classical Newmark algorithm and third order symplectic scheme to test the long-term computational ability.The scheme gets the same synthetic surface seismic records and single channel record as third order symplectic scheme in the seismic modeling in the heterogeneous model.
