We'd like to start looking for experimental evidence that these localized excitations occur, not least because solitons in other materials are hard to generate.
我们会开始寻找实验证据证明这些固定励磁的存在，尤其是因为在其他材料中很难产生孤波。
Profound analysis is made of the rule of seismic response of reticulated shell under multi-support excitations, and some important conclusions are drawn.
深入分析了大跨度单层柱面网壳结构在多点输入下的地震反应规律，得出一些有益于工程实际的重要结论。
In addition to vertical shear force, slab-column connections also have to transfer unbalanced moment due to combined vertical and lateral forces as a result of wind effect or earthquake excitations.
在风荷载或地震荷载等水平荷载及竖向荷载共同作用下，板柱节点除了要传递垂直剪力外，还必须传递较大的不平衡弯矩。
The relaxation is due to the interactions with the thermal excitations.
弛豫是由热激发相互作用而产生。
Excess pore water pressure in soil increases with the increasing of excitations.
随振动激励次数的增加，土中超孔隙水压力增大；
Horizontal and vertical excitations were considered simultaneously in the analyses.
在有限元分析中同时考虑了水平与竖直两种地震激励。
Numerical results are presented for the bilinear hysteretic structures to nonstationary excitations.
对受到非平稳激励的双线性滞后结构给出了数值解。
The features of vibration stability and restoring forces of FPS under harmonic excitations are analyzed.
计算分析了FPS系统在简谐激励作用下的稳定性及恢复力特性。
Dynamic behavior of a curved panel undergoing cylindrical bending under harmonic excitations is investigated.
研究了两边铰支弯曲薄板在分布简谐激振力作用下的柱型弯曲振动。
The first passage failure theory is applied in studying the stability of a ship under stochastic wave excitations.
利用首次穿越失效理论研究了在随机波浪激励下的船舶稳性。
Certainly, the sloshing force will suppress or diminish the structural vibration induced by the external excitations.
显然，这种晃动力对由外激励诱发的结构振动起抑制或消减作用。
The significance for the vibration control of complex structures under complicated excitations is offered in this thesis.
上述研究获得的结论对于复杂结构在复杂激励条件下的振动控制具有重要的指导意义。
The influence of single-ion anisotropy on soliton excitations in a one-dimensional isotropic ferromagnet is also discussed.
此外，还讨论了单离子各向异性对一维各向同性铁磁链中的孤子激发具有的影响。
Instantaneous optimal control algorithm is feasible if excitations are not known apriori, such as ice and earthquake excitations.
瞬时最优控制算法适用于激励不可预知的情况，例如冰和地震。
In the analysis of reliability of system under random excitations, the spectral moments of response are very important parameters.
提出了一种新的计算弹性-粘弹性复合结构随机响应的各阶谱矩的计算方法，它是一种时域复模态分析方法。
The cushioning design problems of a non - linear system under random excitations are studied by means of the average energy method.
利用平均能量法对非线性系统在随机激励下的缓冲设计问题进行了分析研究。
The result displays that the horizontal steady-state vibration is little affected by vertical Chulomb damping parametric excitations.
结果表明，竖向阻尼参激对水平稳态振动的影响不大。
The jacket offshore platform is a spatial structure, and the computation of its response to the multiple seismic excitations is complicated.
导管架海洋平台是一种空间结构体系，在多维地震动作用下的反应计算较为复杂。
Because the suspension with non linear springs has no eigenfrequency, it could avoid the resonance under certain road uneven random excitations.
由于非线性弹簧悬架没有固有频率，因此避免了在外界激励下发生共振的危险。
The studies of the wavelet structures of the molecular excitations with the high intense laser are very active in the strong laser field physics.
利用强激光场电离和离解分子来研究分子激发态的波包结构是强场物理的重要研究方向。
In this paper, variable separation solution and soliton excitations of the (1 + 1) -dimensional generalised shallow water wave equation are obtained.
研究(1 + 1)维广义的浅水波方程的变量分离解和孤子激发模式。
A random wave-theory analysis method is developed for the random seismic response analysis of layered soil sites under the P-and SV-wave excitations.
提出了P、SV波作用下层状土层地震反应分析的随机波动分析方法。
The random seismic response analysis of Nanpu Bridge under multi-support excitations of three-dimensional orthogonal earthquake motion was performed.
对南浦大桥进行三维正交地震动多点激励下的平稳随机响应分析。
The most unfavorable earthquake excitations were investigated, in which geometric non-linearity and material non-linearity were all taken into account.
同时考虑几何非线性与材料非线性，对单层球面网壳在地震作用下结构的最不利荷载进行分析。
A new method for a vertical non-stationary random vibration analysis of vehicle-bridge systems subjected to track irregularity excitations is proposed.
提出了考虑轨道高低不平顺时进行车桥耦合系统垂向非平稳随机振动分析的新方法。
In the second part, the stationary and non-stationary random response analyses of structures subjected to multiple seismic excitations are investigated.
第二部分结合自然科学基金资助课题“非平稳多源激励随机响应”，对复杂结构多点随机地震响应问题进行了系统的研究。
Thus the usual method for the discretized system under the action of multi-support excitations is expanded and can be applied for the continuous system.
从而将求解离散体系对多点地震激励反应的方法推广到管线的弯曲振动问题中。
Thus the usual method for the discretized system under the action of multi-support excitations is expanded and can be applied for the continuous system.
从而将求解离散体系对多点地震激励反应的方法推广到管线的弯曲振动问题中。
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