基于TM1300的G.723.1语音编解码器的实时实现

简要介绍了G．723．1编解码算法原理和TM1300定点DSP芯片，针对该芯片的硬件结构特点，设计了一套运行于TM1300之上的实时语音信号采集－编解码－播放的可行方案。讨论了G．723．1语音编解码器在定点TM1300上实时实现的关键技术及在具体实现过程中的问题，提出了相应的解决方法。试验结果表明，单片的TriMedia1300能实现至少5路实时G．723．1语音编解码。     

BSP在TriMedia多媒体应用系统中与应用程序互通的一种简单实现

在分析嵌入式操作系统板级支持设计方法的基础上，提出在应用软件与板级支持包（BSP）之间加一层库函数，同时使用链表来组织管理板支持包涵数的方法，较好地解决了应用程序与板级支持包函数间的通信问题并减少了板级支持包函数的维护复杂度，为嵌入式系统板级支持包的实现提供了一个有价值的思路。     

Response of L-shaped rigid foundations embedded in a uniform half-space to traveling seismic waves

A simplified indirect boundary element method is applied to compute the impedance functions for L-shaped rigid foundations embedded in a homogeneous viscoelastic half-space. In this method, the waves generated by the 3D vibrating foundation are constructed from radiating sources located on the actual boundary of the foundation. The impedance functions together with the free-field displacements and tractions generated along the soil–foundation interface are used to calculate the foundation input motion for incident P, S and Rayleigh waves. This is accomplished by application of Iguchi's averaging method which, in turn, is verified by comparison with results obtained rigorously using the relation between the solutions of the basic radiation (impedance functions) and scattering (input motions) problems. Numerical results are presented for both surface-supported and embedded foundations. It is shown how the seismic response of L-shaped foundations with symmetrical wings differs from that of enveloping square foundations. The effects of inclination and azimuth of the earthquake excitation are examined as well. These results should be of use in analyses of soil–structure interaction to account for the traveling wave effects usually overlooked in practice.     

嵌入式PC核能谱数据采集系统

以PC／104为平台的核心能谱数据采集系统体积小、功耗低、重量轻、功能强、电路设计简单、工作稳定、能满足野外原位无损测量的要求。     

基于PDA的嵌入式土地执法系统的设计与实现

系统研究了以PDA为平台的土地执法系统的设计思路,详细介绍了各个模块的功能和关键技术的实现方法。在Windows Mobile操作系统下设计并实现了基于PDA的嵌入式土地执法系统,系统集成了"3S"优势,又有移动执法的功能,从而提高了土地执法工作中的效率和精度。     

地质灾害应急调查系统的设计与实现

针对地质灾害应急调查对灾害信息实时、准确、完整的要求,分析嵌入式GIS在地质灾害应急调查中的应用特点和优势,并借助MapGIS-EMS地图引擎开发系统基本框架。系统加入素描图使得更加完整地描述现场,采用编辑距离方法对调查数据质量进行检查,利用无线通讯网络采用动态缓存和分包传输机制保证灾害信息的实时、完整上传,使系统成为提高地质灾害应急调查效率的有力工具。     

Effects of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations

A boundary element formulation of the substructure deletion method is presented for the seismic analysis of the dynamic cross-interaction between multiple embedded foundations. This approach is particularly suitable for three-dimensional foundations of any arbitrary geometrical shape and spatial location, since it requires only the discretization of the foundations’ surfaces. The surrounding soil is represented by a homogeneous viscoelastic half-space while the foundations are assumed to be rigid and subjected to incoming SH-, P-, and SV-waves arbitrarily inclined in both the horizontal and vertical planes. The proposed methodology is tested for the case of two identical embedded square foundations for different values of the foundations’ embedment and distance. The effects of the cross-interaction are outlined in the components of the impedance matrix and of the foundation input motion. © 1997 John Wiley & Sons, Ltd.     

SD智能数显仪打印功能的实现

本文介绍了ＳＤ智能数显仪与微型打印机的接口,并编程实现其功能。     

Correction factors for SSI effects predicted by simplified models: 2D versus 3D rectangular embedded foundations

The effects of soil‐structure interaction (SSI) are often studied using two‐dimensional (2D) or axisymmetric three‐dimensional (3D) models to avoid the high cost of the more realistic, fully 3D models, which require 2 to 3 orders of magnitude more computer time and storage. This paper analyzes the error and presents correction factors for system frequency, system damping, and peak amplitude of structural response computed using impedances for linear in‐plane 2D models with rectangular foundations, embedded in uniform or layered half‐space. They are computed by comparison with results for 3D rectangular foundations with the same vertical cross‐section and different aspect ratios. The structure is represented by a single degree‐of‐freedom oscillator. Correction factors are presented for a range of the model parameters. The results show that in‐plane 2D approximations overestimate the SSI effects, exaggerating the frequency shift, the radiation damping, and the reduction of the peak amplitude. The errors are larger for stiffer, taller, and heavier structures, deeper foundations, and deeper soil layer. For example, for a stiff structure like Millikan library (NS response; length‐to‐width ratio ≈ 1), the error is 6.5% in system frequency, 44% in system damping, and 140% in peak amplitude. The antiplane 2D approximation has an opposite effect on system frequency and the same effect on system damping and peak relative response. Linear response analysis of a case study shows that the NEHRP‐2015 provisions for reduction of base shear force due to SSI may be unsafe for some structures. The presented correction factor diagrams can be used in practical design and other applications.     

On the prediction of persistent processes using the output of deterministic models

A problem frequently met in engineering hydrology is the forecasting of hydrological variables conditional on their historical observations and the hindcasts and forecasts of a deterministic model. On the contrary, it is a common practice for climatologists to use the output of general circulation models (GCMs) for the prediction of climatic variables despite their inability to quantify the uncertainty of the predictions. Here we apply the well-established Bayesian processor of forecasts (BPF) for forecasting hydroclimatic variables using stochastic models through coupling them with GCMs. We extend the BPF to cases where long-term persistence appears, using the Hurst-Kolmogorov process (HKp, also known as fractional Gaussian noise) and we investigate its properties analytically. We apply the framework to calculate the distributions of the mean annual temperature and precipitation stochastic processes for the time period 2016–2100 in the United States of America conditional on historical observations and the respective output of GCMs.