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发表时间：2022-10-04

发表刊物：计算力学学报

期号：2

页面范围：165-170

ISSN号：1007-4708

摘要：To study the response of visco‐elastic half‐space induced by train loads is an important work . Using the pseudo‐excitation method ,the stochastic analysis of the system is transformed into determinis‐tic analysis .First ,the pseudo‐excitation is made up according to train loads ,and then the equations of the half‐space are transformed into wave number and frequency domain ,finally the virtual response is achieved in integral form .Although the response in integral form is quite sure ,the evaluation of these in‐tegrals is a formidable task due to the high oscillatory and singularity w hen the phase speed approaches or exceeds Rayleigh‐wave speed .The integration interval is confirmed by visualizing the integrand ,and the oscillatory of the integrand can be overcome by adopting adaptive numerically integration algorithm , the numerical results is given .For the purpose of verification ,the response of viscoelastic half‐space subjected to moving deterministic loads is also evaluated ,and the numerical results are good with the results in literature .Based on the numerical method ,the response of viscoelastic half‐space under train loads have been calculated .The contribution of different moving loads’speeds and loads’ frequency is analyzed ,as w ell as the response’s distribution in time and space .

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