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Static response analysis of structures with interval parameters using the second-order Taylor series expansion and the DCA for QB 被引量:2
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作者 Qi Li Zhiping Qiu Xudong Zhang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2015年第6期845-854,共10页
In this paper, based on the second-order Taylor series expansion and the difference of convex functions algo- rithm for quadratic problems with box constraints (the DCA for QB), a new method is proposed to solve the... In this paper, based on the second-order Taylor series expansion and the difference of convex functions algo- rithm for quadratic problems with box constraints (the DCA for QB), a new method is proposed to solve the static response problem of structures with fairly large uncertainties in interval parameters. Although current methods are effective for solving the static response problem of structures with interval parameters with small uncertainties, these methods may fail to estimate the region of the static response of uncertain structures if the uncertainties in the parameters are fairly large. To resolve this problem, first, the general expression of the static response of structures in terms of structural parameters is derived based on the second-order Taylor series expansion. Then the problem of determining the bounds of the static response of uncertain structures is transformed into a series of quadratic problems with box constraints. These quadratic problems with box constraints can be solved using the DCA approach effectively. The numerical examples are given to illustrate the accuracy and the efficiency of the proposed method when comparing with other existing methods. 展开更多
关键词 Interval parameters · Second-order Taylorseries expansion · Static response of uncertain structures Quadratic programming problems · DCA
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Rapid Expansion of China's Electronics Industry Towards a Rational Structure
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《China's Foreign Trade》 1999年第4期23-23,共1页
关键词 RATIONAL Rapid Expansion of China’s Electronics Industry Towards a Rational structure
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Effects of doping Fe cations on crystal structure and thermal expansion property of Yb_2Mo_3O_(12)
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作者 Ying-Zhi Cheng Xiu-Yu Sun +3 位作者 Xiao-Ling Xiao Xiang-Feng Liu Li Xue Zhong-Bo Hu 《Chinese Chemical Letters》 SCIE CAS CSCD 2017年第7期1600-1606,共7页
Crystal structures and thermal expansion properties of Yb2-xFexMo3O12(x=0.0,0.6,1.0,1.1,1.4) solid solutions have been studied by X-ray powder diffraction(XRPD) at different temperatures.Rietveld analysis of the X... Crystal structures and thermal expansion properties of Yb2-xFexMo3O12(x=0.0,0.6,1.0,1.1,1.4) solid solutions have been studied by X-ray powder diffraction(XRPD) at different temperatures.Rietveld analysis of the XRPD data shows that Yb2-xFexMo3O12 solid solutions adopt orthorhombic structure and have variable thermal expansion coefficients controlled by the ratio of Yb^3+ to Fe^3+.Yb2Mo3O12 shows anisotropic negative thermal expansion property,induced by the reductions in average Yb-O-Mo angle and average apparent Mo2-O bond length with increasing temperatures.As more Yb^3+ substituted by Fe^3+,the linear thermal expansion coefficients of Yb2-xFexMo3O12 increase from negative to positive.A near-zero thermal expansion coefficient of 0.55×10^-6K^-1 for Yb0.6Fe1.4Mo3O12 is observed in the temperature range of 573-873 K. 展开更多
关键词 Negative thermal expansion Crystal structure X-ray diffraction Rietveld method Molybdate
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New method for estimating strike and dip based on structural expansion orientation for 3D geological modeling
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作者 Yabo ZHAO Weihua HUA +3 位作者 Guoxiong CHEN Dong LIANG Zhipeng LIU Xiuguo LIU 《Frontiers of Earth Science》 SCIE CSCD 2021年第3期676-691,共16页
Strike and dip are essential to the description of geological features and therefore play important roles in 3D geological modeling.Unevenly and sparsely measured orientations from geological field mapping pose proble... Strike and dip are essential to the description of geological features and therefore play important roles in 3D geological modeling.Unevenly and sparsely measured orientations from geological field mapping pose problems for the geological modeling,especially for covered and deep areas.This study developed a new method for estimating strike and dip based on structural expansion orientation,which can be automatically extracted from both geological and geophysical maps or profiles.Specifically,strike and dip can be estimated by minimizing an objective function composed of the included angle between the strike and dip and the leave-one-out cross-validation strike and dip.We used angle parameterization to reduce dimensionality and proposed a quasi-gradient descent(QGD)method to rapidly obtain a near-optimal solution,improving the time-efficiency and accuracy of objective function optimization with the particle swarm method.A synthetic basin fold model was subsequently used to test the proposed method,and the results showed that the strike and dip estimates were close to the true values.Finally,the proposed method was applied to a real fold structure largely covered by Cainozoic sediments in Australia.The strikes and dips estimated by the proposed method conformed to the actual geological structures more than those of the vector interpolation method did.As expected,the results of 3D geological implicit interface modeling and the strike and dip vector field were much improved by the addition of estimated strikes and dips. 展开更多
关键词 strike and dip structural expansion orientation leave-one-out cross-validation covered area
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