一种新的可靠度计算方法及其在工程中的应用

利用神经网络拟合极限状态方程、几何法计算结构可靠度,并推导了基于神经网络的几何法计算公式。最后比较了该法与其他可靠度计算方法的精度以及计算效率,并将该法应用于实际工程当中。     

动力分散型机车在路涵过渡段的动应力-应变研究

运用高性能多通道并行数据采集分析系统,以及BY-1型动静态土压力传感器等测试手段,对动力分散型电力动车组在秦-沈客运专线山绥综合试验段某路涵过渡段的影响进行了试验研究。研究结果表明：动力分散型电力动车组所引起的动应力-应变比较稳定,这对于列车的高速运行是有利的;同时对路涵过渡段线路纵向上动应力-应变特征和变化趋势进行了分析。     

Complex site effects and building codes: Making the leap

The engineering community is aware of the importance of site effects, but it lags behind seismological studies when it comes to incorporating site effect considerations in design spectra for seismic norms. This lag is reflected in the conspicuous fact that current building codes make allowance for 1D site effects but ignore complex site effects. The purpose of this paper is to explore a way for including complex site effects in a building code environment. We take as example Eurocode 8, which is a modern code that exemplifies the current approach to site effect consideration. We examine the restrictions that we have imposed to make the problem of a feasible size and discuss the approach we have taken. We propose a strategy to incorporate a class of complex site effects in a design elastic spectrum.     

数字地震记录应用基础

介绍了数字地震记录的含义,数字地震记录仪器的分极结构和仪器响应,以及在频域和时域中数字记录去除模拟地震记录仪器响应的方法。     

建筑桩基的有效应力地震反应分析：Ⅰ--计算方法

根据地震作用、上部结构、桩基的特点,建立了建筑桩基地震反应分析的计算模型,考虑了桩-土-上部结构的动力相互作用。然后将饱和土体视为由固、液二相组成的两相介质,基于Biot动力固结方程,提出一种建筑桩基地震反应的有效应力动力分析方法,并给出了具体计算步骤。     

The effect of nonlinear damping and restoring in ship rolling

Many researchers have studied a wide range of nonlinear equations of motion describing a ship rolling in waves. In this study, a form of nonlinear equation governing the motion of a rolling ship subjected to synchronous beam waves is suggested and solved by the generalized Duffing's method in the frequency domain. Various representations of damping and restoring terms found in the literature are investigated and their solutions are analyzed by the above-mentioned method. Comparative results of nonlinear roll responses are obtained for four distinct vessel types at resonance conditions which constitute the worst situation. The results indicate the importance of roll damping and restoring, when constructing a nonlinear roll model. An inappropriate selection of damping and restoring terms may lead to serious discrepancies with reality, especially in peak roll amplitudes.     

Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed

The subject of the wave–seabed–structure interaction is important for civil engineers regarding stability analysis of foundations for offshore installations. Most previous investigations have been concerned with such a problem in the vicinity of a simple structure such as a vertical wall. For more complicated structures such as a pipeline, the phenomenon of the wave–seabed–structure has not been fully understood. This paper proposes a finite-difference model in a curvilinear coordinate system to investigate the wave-induced seabed response in a porous seabed around a pipeline. Based on the present numerical model, mechanism of the wave-induced soil response is examined. Employing Mohr–Coulomb failure criterion, the wave-induced seabed instability is also estimated. The numerical results indicate the importance of the effect of pipeline on the seabed response.     

结构损伤初步定位的简便方法

提出将基于动态特性的检测方法与局部物理检测手段相结合的探伤思路。利用动力学方法进行实时监测及损伤区域的粗略定位,再由物理探测方法实现损伤程度和位置的精确判断,从而降低对动态检测方法的精度要求。此外,文中尝试直接由结构的动力响应信号构建能量指标识别结构损伤的方法,不需要进行模态参数识别,算法简单,有望应用于海洋平台、高层建筑等可简化为串联多自由度体系的结构的实时监测和损伤初步定位。     

用传输线模型法计算非均匀介质中的电场响应

介绍了一种非均介质中电场响应的数值模拟方法.传输线模型法是以惠更斯原理为基础,通过建立麦克斯韦方程中电场和磁场与传输线方程中电压和电流的等效关系,按时间步进的办法来模拟电磁场响应的一种电磁场数值计算方法.从一维介质中电场传播的物理过程出发,导出了点电流源情形下地质介质中电场响应迭代方程;编程计算了非均匀介质中的电场响应,其结果表明,用这种方法对非均匀介质中的电场响应进行数值模拟是行之有效的.     

基于相关辨识的逆重复m序列伪随机电磁法

分析了变频法和2ⁿ系列伪随机电磁法的场源信号特点,提出了基于相关辨识的逆重复m序列伪随机电磁法.逆重复m序列伪随机信号具有与白噪声类似的自相关函数,在频带内,频谱等间距均匀分布.由Wiener-Hopf方程,分析了逆重复m序列伪随机相关辨识大地系统冲激响应的原理.理论证明,合理地选择产生逆重复m序列的几个参数可以很好地压制各种干扰,高精度地辨识大地系统.讨论了影响测量精度与勘探分辨率的信号参数设计原则,为进一步研制具有自主产权的高分辨精细电磁勘探仪器和方法奠定了基础.