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Orthogonal expansion of ground motion and PDEM-based seismic response analysis of nonlinear structures 被引量:2
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作者 Li Jie Liu Zhangjun Chen Jianbing 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2009年第3期313-328,共16页
This paper introduces an orthogonal expansion method for general stochastic processes. In the method, a normalized orthogonal function of time variable t is first introduced to carry out the decomposition of a stochas... This paper introduces an orthogonal expansion method for general stochastic processes. In the method, a normalized orthogonal function of time variable t is first introduced to carry out the decomposition of a stochastic process and then a correlated matrix decomposition technique, which transforms a correlated random vector into a vector of standard uncorrelated random variables, is used to complete a double orthogonal decomposition of the stochastic processes. Considering the relationship between the Hartley transform and Fourier transform of a real-valued function, it is suggested that the first orthogonal expansion in the above process is carried out using the Hartley basis function instead of the trigonometric basis function in practical applications. The seismic ground motion is investigated using the above method. In order to capture the main probabilistic characteristics of the seismic ground motion, it is proposed to directly carry out the orthogonal expansion of the seismic displacements. The case study shows that the proposed method is feasible to represent the seismic ground motion with only a few random variables. In the second part of the paper, the probability density evolution method (PDEM) is employed to study the stochastic response of nonlinear structures subjected to earthquake excitations. In the PDEM, a completely uncoupled one-dimensional partial differential equation, the generalized density evolution equation, plays a central role in governing the stochastic seismic responses of the nonlinear structure. The solution to this equation will yield the instantaneous probability density function of the responses. Computational algorithms to solve the probability density evolution equation are described. An example, which deals with a nonlinear frame structure subjected to stochastic ground motions, is illustrated to validate the above approach. 展开更多
关键词 seismic ground motion stochastic processes orthogonal expansion probability density evolution method nonlinear structures stochastic response analysis
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NECESSARY AND SUFFICIENT CONDITIONS FOR EXPANSIONS OF GABOR TYPE 被引量:1
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作者 Kunchuan Wang 《Analysis in Theory and Applications》 2006年第2期155-171,共17页
In this paper, we give necessary and sufficient conditions for two families of Gabor functions of a certain type to yield a reproducing identity on L^2(R^n). As applications, we characterize when such families yield... In this paper, we give necessary and sufficient conditions for two families of Gabor functions of a certain type to yield a reproducing identity on L^2(R^n). As applications, we characterize when such families yield orthonormal or bi-orthogonal expansions. We also obtain a generalization of the Balian-Low theorem for general reprodueing identities (not necessary coming from a frame). 展开更多
关键词 Balian-Low theorem bi-orthogonal expansion orthogonal expansion Gabor expansion wavelet
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Orthogonal polynomial expansions for the valuation ofoptions under the stochastic volatility models with stochastic correlation
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作者 Kevin Z.Tong 《Journal of Management Science and Engineering》 CSCD 2024年第2期239-253,共15页
This work provides a new method for pricing options under the generalized stochastic volatility models with Jacobi stochastic correlation.Our method is based on the observation that the generalized models belong to th... This work provides a new method for pricing options under the generalized stochastic volatility models with Jacobi stochastic correlation.Our method is based on the observation that the generalized models belong to the class of polynomial diffusions and therefore the option prices can be efficiently computed via orthogonal polynomial expansions.We take the Heston and Schöbel-Zhu models with stochastic correlation as two specific examples and are able to derive the analytical formulas for the option prices.We also illustrate the accuracy of the proposed method through a number of numerical experiments. 展开更多
关键词 orthogonal polynomial expansions Polynomial diffusions Stochastic correlation Jacobi process Stochastic volatility
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Variation of the Energy Field of Longmenshan Fault Zone before the Wenchuan M_S 8. 0 Earthquake
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作者 Yang Mingzhi Ma Heqing 《Earthquake Research in China》 2012年第3期355-364,共10页
During the process of preparation and occurrence of a large earthquake, the stress-strain state along the fault zone has close relation with the weak seismicity around the fault zone. The seismic energy release near t... During the process of preparation and occurrence of a large earthquake, the stress-strain state along the fault zone has close relation with the weak seismicity around the fault zone. The seismic energy release near the fault zone before an earthquake can better reflect the dynamic process of earthquake preparation. Thus, in this paper, the method of natural orthogonal function expansion has been adopted to discuss the time variation about the energy field of the seismic activity along the Longmenshan fault zone before the Wenchuan MsS. 0 earthquake, 2008. The results show that evident short-term rise changes appeared in the time factors of the typical field corresponding to several key eigenvalues of the energy field along the Longmenshan fault zone before the Wenchuan earthquake, probably being the short-term anomaly message for this earthquake. Through contrastive analysis of earthquake examples such as the 1976 Tangshan earthquake, the authors think that the study of time variation of energy field of seismicity along active fault zone will be helpful for conducting intentional and intensive earthquake monitoring and forecast in active fault regions with high seismic risk based on medium- and long-term earthquake trend judgment. 展开更多
关键词 Longmenshan fault zone Energy field Natural orthogonal function expansion Time factor anomaly Wenchuan Ms8. 0 earthquake
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CONVERGENCE AND SUPERCONVERGENCE ANALYSIS OF LAGRANGE RECTANGULAR ELEMENTS WITH ANY ORDER ON ARBITRARY RECTANGULAR MESHES 被引量:1
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作者 Mingxia Li Xiaofei Guan Shipeng Mao 《Journal of Computational Mathematics》 SCIE CSCD 2014年第2期169-182,共14页
This paper is to study the convergence and superconvergence of rectangular finite elements under anisotropic meshes. By using of the orthogonal expansion method, an anisotropic Lagrange interpolation is presented. The... This paper is to study the convergence and superconvergence of rectangular finite elements under anisotropic meshes. By using of the orthogonal expansion method, an anisotropic Lagrange interpolation is presented. The family of Lagrange rectangular elements with all the possible shape function spaces are considered, which cover the Intermediate families, Tensor-product families and Serendipity families. It is shown that the anisotropic interpolation error estimates hold for any order Sobolev norm. We extend the convergence and superconvergence result of rectangular finite elements to arbitrary rectangular meshes in a unified way. 展开更多
关键词 Lagrange interpolation Anisotropic error bounds Arbitrary rectangular meshes orthogonal expansion Superconvergence.
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