斜拉索各参数取值对索力测定结果的影响

为了确保频率法测定斜拉索索力的精度，以某斜拉桥中的拉索为例，采用平面非线性有限元法探讨了斜拉索各参数取值对索力值的影响，并讨论了各参数的合理取值．利用分析结果找到了不同的测试单位在该斜拉桥的索力联测中存在较大索力偏差的原因，可对施工过程中的索力精确测定提供帮助．分析结果同样适用于悬索桥和悬挂屋顶等索结构的索力测定．     

Resonant non-linear normal modes. Part II: activation/orthogonality conditions for shallow structural systems

The general conditions, obtained in Lacarbonara and Rega (Int. J. Non-linear Mech. (2002)), for orthogonality of the non-linear normal modes in the cases of two-to-one, three-to-one, and one-to-one internal resonances in undamped unforced one-dimensional systems with arbitrary linear, quadratic and cubic non-linearities are here investigated for a class of shallow symmetric structural systems. Non-linear orthogonality of the modes and activation of the associated interactions are clearly dual problems. It is known that an appropriate integer ratio between the frequencies of the modes of a spatially continuous system is a necessary but not sufficient condition for these modes to be non-linearly coupled. Actual activation/orthogonality of the modes requires the additional condition that the governing effective non-linear interaction coefficients in the normal forms be different/equal to zero. Herein, a detailed picture of activation/orthogonality of bimodal interactions in buckled beams, shallow arches, and suspended cables is presented.     

桥梁空间分析中预应力效应分析方法研究

预应力技术在桥梁中的广泛使用,使得桥梁结构受力状况复杂,对预应力混凝土桥梁进行空间分析是必要的;但由于预应力筋数量庞大且形状复杂,对预应力空间效应的模拟是预应力混凝土桥梁空间分析的难点。从预应力筋的实际作用机理出发,提出在预应力张拉阶段用等效节点荷载来模拟预应力对结构的作用;而在预应力管道灌浆后,将预应力筋作为结构的一部分,用实体退化单元进行结构分析,并用两算例对本文的方法进行了验证。结果表明,该方法能真正模拟预应力的空间效应,可用于预应力混凝土桥的空间分析。     

基于有源广义忆阻的无感混沌电路研究

采用常见元器件等效实现一个广义忆阻器, 进而制作出一个电路特性可靠的非线性电路, 有助于忆阻混沌电路的非线性现象的实验展示及其所产生的混沌信号的实际工程应用. 基于忆阻二极管桥电路, 构建了一种无接地限制的、易物理实现的一阶有源广义忆阻模拟器; 由该模拟器并联电容后与RC桥式振荡器线性耦合, 实现了一种无电感元件的忆阻混沌电路; 建立了无感忆阻混沌电路的动力学模型, 开展了相应的耗散性、平衡点、稳定性和动力学行为等分析. 结果表明, 无感忆阻混沌电路在相空间中存在分布2个不稳定非零鞍焦的耗散区和包含1个不稳定原点鞍点的非耗散区; 当元件参数改变时, 无感忆阻混沌电路有着共存分岔模式和共存吸引子等非线性行为. 研制了实验电路, 该电路结构简单、易实际制作, 实验测量和数值仿真两者结果一致, 验证了理论分析的有效性.     

Synthesis and Characterization of Two Novel Complexes of Cr(III) with Benzilmonoxime

The reaction of benzilmonoxime (BMOH) with CrCl₃.6H₂O in methanol gives the mono nuclear Cr(III) complex, [Cr(BMO)3₃ ( 1 ). Reaction of complex 1 with a methanolic solution of KOH at room temperature leads to a di‐nuclear Cr(III)‐Cr(III) complex, [Cr(BMO)₂(OH)]₂ ( 2 ). The complexes were characterized on the basis of their elemental analysis, Mass, IR, ¹H and ¹³C‐NMR and electronic spectra. The IR studies were useful in assigning the coordination mode of the benzilmonoxime ligand to the chromium(III) ion. In addition, the presence of a hydroxo bridge in the dimeric complex 2 is inferred from the IR spectral studies. The electronic spectra of the complexes revealed two bands due to d–d transitions, and one band assignable to an oxygen (p_π)→Cr(eg*) LMCT transition observed in both complexes. An additional charge transfer transition, assignable to μ‐OH(p_π)→Cr(eg*), was only observed for the dimeric complex 2 . The splitting energy and Racah parameter were calculated to be 18484 cm^‐1 and 560 cm^‐1 for [Cr(BMO)₃] ( 1 ), 17986 cm^‐1 and 545 cm^‐1 for [Cr(BMO)₂(OH)]₂ ( 2 ) respectively.     

桁架拱结构在地震动双向多点激励下的反应分析

基于经验相干损失函数和《建筑抗震设计规范》定义的反应谱模拟了空间变化地震动,进行了空间变化水平向和竖向地震动共同激励下桁架拱结构的反应分析。数值分析结果表明,与一致激励引起的结构反应相比,考虑地震动的空间变化增大了桁架拱结构的地震反应,引起地震动空间变化的每一个因素对于结构反应都有重要的影响。传统的基于一致地震动和仅考...     

指数分布在概率统计教学中的纽带作用

讨论指数分布在概率统计教学中的作用.从指数分布的定义及特征出发,分五个方面提出指数分布的知识点连接教学法,以此说明指数分布在概率统计教学中的纽带作用.     

Probability density function of the local score position

We calculate the probability density function of the local score position on complete excursions of a reflected Brownian motion. We use the trajectorial decomposition of the standard Brownian bridge to derive two different expressions of the density: the first one is based on a series and an integral while the second one is free off the series.     

Statistical inference for coherent systems with Weibull distributed component lifetimes under complete and incomplete information

Point estimators for the parameters of the component lifetime distribution in coherent systems are evolved assuming to be independently and identically Weibull distributed component lifetimes. We study both complete and incomplete information under continuous monitoring of the essential component lifetimes. First, we prove that the maximum likelihood estimator (MLE) under complete information based on progressively Type‐II censored system lifetimes uniquely exists and we present two approaches to compute the estimates. Furthermore, we consider an ad hoc estimator, a max‐probability plan estimator and the MLE for the parameters under incomplete information. In order to compute the MLEs, we consider a direct maximization of the likelihood and an EM‐algorithm–type approach, respectively. In all cases, we illustrate the results by simulations of the five‐component bridge system and the 10‐component parallel system, respectively.     

Integration by Parts Formulae for Wiener Measures on a Path Space between two Curves

This paper is concerned with the integration by parts formulae for the pinned or the standard Wiener measures restricted on a space of paths staying between two curves. The boundary measures, concentrated on the set of paths touching one of the curves once, are specified. Our approach is based on the polygonal approximations. In particular, to establish the convergence of boundary terms, a uniform estimate is derived by means of comparison argument for a sequence of random walks conditioned to stay between two polygons. Applying the Brascamp–Lieb inequality, the stochastic integrals of Wiener type are constructed relative to the three-dimensional Bessel bridge or the Brownian meander. Supported in part by the JSPS Grant (B)(1)14340029