共查询到20条相似文献,搜索用时 78 毫秒
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郭春冬 《中学数学研究(江西师大)》2010,(7):21-21
文[1]介绍了如下不等:若xi>0(i=1,2,3),且∑3 i=1 xi=1.则1/(1+x21)+1/(1+x22)+1/(1+x23)≤27/10. 相似文献
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文[1]提出了如下一个积型不等式猜想: 设ai>0(i=1,2,…,n),n≥3,∑ni=1ai=1,k∈N*,则有 相似文献
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吴平 《宁波职业技术学院学报》2010,14(2):36-39
考虑一类偏微分方程特征值的上界估计,利用分部积分、Rayleigh定理和不等式估计等方法,获得了用前n个特征值来估计第n+1个特征值的上界的不等式,其估计系数与区域的度量无关,这个结果在力学和物理学中有着广泛的应用。 相似文献
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孙海娜 《海南师范学院学报》2005,18(2):97-98,103
H是线性交簇超图,|E∩F|:1(∨E、F∈H),记s=s(H):min|E|,A:|E∈H:|E|:s|.若|A|〈s^2+1,则m(H)≤A([H]2)+1;若|A|≥s^2+1,则当s≤2时,m(H)≤△([H]2)+1;当s≥3时,m(H)≤△([H]2)-2s. 相似文献
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Tunnel face stability is important for safe tunneling and the protection of the surrounding environment. Upper bound analysis is a widely applied method to investigate tunnel face stability. In this paper, a tunnel face collapse of Guangzhou metro line 3 is presented. Accordingly, seepage is considered in the upper bound solutions for face stability in layered soils. Steady-state seepage is reached in the first 1200 s of each drilling step. In the crossed layer, the seepage flow is horizontal toward the tunnel face, whereas in the cover layer, the seepage vertically percolates into the crossed layer. By considering the seepage forces on the tunnel face and on the soil particles, the upper bound solution for the support pressure needed for face stability in layered soil with seepage is obtained. Under saturated conditions, the support pressure is influenced by the variation of the depth ratio due to the seepage effect. Moreover, the support pressure depends linearly on the groundwater level. This study provides estimations of the support pressure for face stability in tunnel design. 相似文献
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To analyze the stability of a shallow square tunnel, a new curved failure mechanism, representing the mechanical characteristics
and collapsing form of this type of tunnel, is constructed. Based on the upper bound theorem of limit analysis and the Hoek-Brown
nonlinear failure criterion, the supporting pressure derived from the virtual work rate equation is regarded as an objective
function to achieve optimal calculation. By employing variational calculation to optimize the objective function, an upper
bound solution for the supporting pressure and the collapsing block shape of a shallow square tunnel are obtained. To evaluate
the validity of the failure mechanism proposed in this paper, the solutions computed by the curved failure mechanism are compared
with the results calculated by the linear multiple blocks failure mechanism when the Hoek-Brown nonlinear failure criterion
is converted into the Mohr-Coulomb linear criterion. The influences of rock mass parameters on the supporting pressure and
collapsing block shape are discussed. 相似文献
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题 设a、b、c为正数 ,且a b c=1。证明 :(1 a) (1 b) (1 c)≥ 8(1 -a) (1 -b) (1 -c)①(第 1 7届 (1 991年 )全俄数学奥林匹克十一年级题 3 )本文给出上述不等式的一个推论及一个一般性的推广。推论 1 设a、b、c为正数 ,且a b c=1 ,则(a b) (b c) (c a)≤ 82 7 ②证明 : 由不等式①得(a b) (b c) (c a)≤ 18(1 a) (1 b) (1 c)≤ 18[(1 a) (1 b) (1 c)3 ]3 =82 7。将不等式①的条件中“三个正数的和为 1”改为“n个正数的和为 1”得到不等式①的如下推广。推广 设a1,a2 ,… ,a… 相似文献
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唐秋林 《周口师范学院学报》2006,23(5):41-41,44
利用Hahn-Banach定理,给出了在线性赋泛空间中,当M包含X,x0∈X/M,f∈X,f(M)=0时,不等式|f(x0)|≤‖f‖ρ(x0,M)成立的一个充分条件。 相似文献
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In this paper, a new proof of the inequality of Vicente Gonqalves was given. The method may be powerful to deal with some problems of polynomials. As an application, a new inequality for the coefficients of a polynomial and its roots was derived. 相似文献
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