Spontaneous superharmonic internal wave excitation by modal interactions in uniform and nonuniform stratifications     

《Dynamics of Atmospheres and Oceans》2020

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非线性参数平差的一个新途径   总被引：10，自引：0，他引：10  

刘国林  郭金运 《测绘工程》1998,7(2):28-34

在分析顾及一阶偏导致的非线性参数平差的近似直接解法与迭代解法基础上,提出顾及到二阶偏导数的非线性参数平差的一种新的计算公式。由于非线性度量曲率立体阵的引入,使得平差计算公式表达简洁,而且便于非线性平差本质的分析。最终算例分析说明该方法的有效性及实用性。  相似文献   

Seismic frame design via inverse mode design of frame-ground systems     

Izuru Takewaki  Tsuneyoshi Nakamura  Kitae Hirayama 《Soil Dynamics and Earthquake Engineering》1998,17(3):153-163

A two-step stiffness design procedure is developed for a moment-resisting planar frame supported by a prescribed two-dimensional finite-element ground-pile system. In the first step, a hybrid inverse eigenmode problem is formulated and its solution is derived in an analytical form. A difficulty resulting from the existence of multiple interface nodes is overcome by incorporating a deformation constraint into a set of linear equations for finding the lowest-mode displacements at the interface nodes and in the ground. In the second step, the fundamental natural frequency of the combined system and the lowest mode-strain ratios in the frame specified in the first step are regarded as the parameters for adjusting the mean peak seismic member-end strains to their specified values. If the fundamental natural frequency of the frame with a fixed-base happens to be close to that of the ground, a difficulty arises in the two-step stiffness design procedure because of an irregular response amplification and of the non-predominance of the lowest-mode components. A new practical design procedure of rapid convergence is proposed such that an initial design is found for a stiff ground and that a sequence of stiffness designs is generated with respect to a ground stiffness parameter without any differential coefficient of series expansion. The accuracy of the model utilized in this paper and the validity of the present stiffness design procedure are verified through time-history response analysis.  相似文献   

地震前兆场的演化和能量非线性聚集的关系   总被引：4，自引：1，他引：3  

郑熙铭  肖家鑫 《中国地震》1998,14(1):74-80

运用非均匀介质中“非线性振动的局域能量聚集”过程,模拟唐山７．８级和大同６．１级地震的前兆场演化,发现地震孕育过程中出现的诸多前兆特征与地壳内构造能量的非线性聚集有关。  相似文献   

On the evolution of finite-amplitude disturbance to the barotropic and baroclinic quasigeostrophic flows     

Mu Mu  Xiang Jie 《大气科学进展》1998,15(1):113-123

ＯｎｔｈｅＥｖｏｌｕｔｉｏｎｏｆＦｉｎｉｔｅ－ａｍｐｌｉｔｕｄｅＤｉｓｔｕｒｂａｎｃｅｔｏｔｈｅＢａｒｏｔｒｏｐｉｃａｎｄＢａｒｏｃｌｉｎｉｃＱｕａｓｉｇｅｏｓｔｒｏｐｈｉｃＦｌｏｗｓ①ＭｕＭｕ（穆穆）ａｎｄＸｉａｎｇＪｉｅ（项杰）ＬＡＳＧ,Ｉｎｓｔ...  相似文献   

区域气候模式侧边界的处理对东亚夏季风降水模拟的影响   总被引：27，自引：3，他引：24  

魏和林  符淙斌  王维强 《大气科学》1998,22(5):779-790

在区域气候模式模拟中,侧边界的作用是引入大尺度强迫场。如何处理好侧边界,即大尺度强迫场和区域气候模式本身之间的关系问题,对于区域气候模式模拟和预报东亚夏季风降水具有重要意义。本文利用美国纽约州立大学Albany分校的区域气候模式（SUNYA-ReCM）,设计了两种不同的侧边界处理方法,来探讨侧边界对东亚夏季风降水模拟的影响。驱动区域模式的大尺度强迫场来自欧洲中期天气预报中心（ECMWF）及热带海洋大气研究计划（TOGA）的分析资料场。试验结果表明:（1）当模式的区域较大时,采用较小的侧边界缓冲区会在缓冲区与模式内部的交界处产生不连续;扩大缓冲区并且考虑不同尺度强迫在垂直方向上的不同作用,可以避免这一缺陷。（2）更重要的是采用后一种方案,即减少了区域气候模式在模拟大尺度环流场方面所起的作用,使得模式更多地依赖侧边界来得到更真实的、对东亚夏季风降水起重大影响的一些气流,如副高、西南季风和南海季风,对东亚夏季风降水无论是在大小上还是在雨带位置的演变上都能进行更好的模拟。  相似文献   

Importance of footing–soil separation on dynamic stiffness of piled embedded footings     

L. A. Padrón  G. E. Mylonakis  D. E. Beskos 《国际地质力学数值与分析法杂志》2009,33(11):1439-1448

Different phenomena such as soil consolidation, erosion, and scour beneath an embedded footing supported on piles may lead to loss of contact between soil and the pile cap underside. The importance of this separation on the dynamic stiffness and damping of the foundation is assessed in this work. To this end, a numerical parametric analysis in the frequency domain is performed using a rigorous three‐dimensional elastodynamic boundary element–finite element coupling scheme. Dimensionless plots relating dynamic stiffness functions computed with and without separation effects are presented for different pile–soil configurations. Vertical, horizontal and rocking modes of oscillation are analyzed for a wide range of dimensionless frequencies. It is shown that the importance of separation is negligible for frequencies below those for which dynamic pile group effects start to become apparent. Redistribution of stiffness contributions between piles and footing is also addressed. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Prediction of the dynamic response of a slender marine structure under an irregular ocean wave using the NARX-based quadratic Volterra series     

《Applied Ocean Research》2015

The time series of the dynamic response of a slender marine structure was predicted in approximate sense using a truncated quadratic Volterra series. The wave-structure interaction system was identified using the NARX (Nonlinear Autoregressive with Exogenous Input) technique, and the network parameters were determined through supervised training using prepared datasets. The dataset used for network training was obtained by nonlinear finite element analysis of the slender marine structure under random ocean waves of white noise. The nonlinearities involved in the analysis were both large deformation of the structure under consideration and the quadratic term of the relative velocity between the water particle and structure in the Morison formula. The linear and quadratic frequency response functions of the given system were extracted using the multi-tone harmonic probing method and the time series of the response of the structure was predicted using the quadratic Volterra series. To check the applicability of the method, the response of a slender marine structure under a realistic ocean wave environment with a given significant wave height and modal period was predicted and compared with the nonlinear time domain simulation results. The predicted time series of the response of structure with quadratic Volterra series successfully captured the slowly varying response with reasonably good accuracy. This method can be used to predict the response of the slender offshore structure exposed to a Morison type load without relying on the computationally expensive time domain analysis, especially for screening purposes.  相似文献   

Wave resonances in a narrow gap between two barges using fully nonlinear numerical simulation     

《Applied Ocean Research》2015

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在Zebiak-Cane模式中观测MJO强迫对ENSO可预报性的影响, 第1部分:对最大预报误差的影响     

PENG Yuehu  SONG Junqiang  XIANG Jie  SUN Chengzhi 《海洋学报(英文版)》2015,34(5):39-45

With the observational wind data and the Zebiak-Cane model, the impact of Madden-Julian Oscillation (MJO) as external forcing on El Ni(n)o–Southern Oscillation (ENSO) predictability is studied. The obs...  相似文献