CMMB信号抗多径性能的分析与仿真

从CMMB（中国移动多媒体广播）体系结构入手,研究了CMMB信号抗多径性能。以信号中有、无循环前缀（CP）为例给出了抗多径性能的详细推导,通过Matlab 7．1对该系统在典型动态多径信道情况下的性能进行了仿真。结果表明：该系统有很强的抗多径能力,在信噪比为30dB时接收CMMB信号与接收普通OFDM（正交频分复用）信号相比,误码率有2个量级的改善,有利于提高导航定位的精度。     

基于BIM的复杂钢结构施工放样应用

随着科学技术的不断发展,工程质量的好坏与施工放样大有关联,测量工程与测量仪器也在不断更新,促使施工放样工作越来越简化,精度越来越高。结合某高铁枢纽火车站施工放样项目,详细探讨基于BIM技术的测量机器人智能施工放样的方法。针对异形钢结构钢梁狭窄设站空间受限及钢结构工程施工速度快等问题,阐述了基于测量机器人设站方式及详细的放样方法与步骤,利用移动终端直接在BIM模型上选取放样点,并利用仪器自动追踪功能简化了放样流程。BIM模型与测量机器人的相结合,实现了点位的快速放样,极大的提高了放样效率。     

基于电子出版系统的多媒体电子地图的设计与应用——《长江经济带可持续发展地图集》电子版的研制

本文重点阐述在以数字地图生产为主导的电子出版系统中,利用数字地图资源、使用多媒体创作工具及数据开发工具进行多媒体电子地图的开发和设计。探讨了在地图全数字化生产体系下,多媒体电子地图设计的技术内容、工艺流程及应用前景。     

直线方程在工程测量中的运用

通过实例,介绍一种在工程测量中从某一已知点上放样直线或直线上任意点确定其平面位置和高程位置的方法.此方法既可提高工作效率和放样精度,又能满足工程测量的需要.     

河北中部一次具有后向传播特征的副高外围暖区暴雨过程分析

利用常规观测、雷达、卫星、加密自动站资料、VDRAS系统(雷达变分分析系统)产品以及ERA-Interim再分析资料,对2013年8月11日发生在河北中部暖区中、伴有强降水和大风、具有后向传播特征的深厚湿对流过程进行分析。结果表明:这是一次发生在副高动力边界的外侧,水汽、热力及对流不稳定边界的内侧附近的过程,该区域有利的对流不稳定条件和触发抬升条件,容易产生对流天气。石家庄东部的对流雨带具有明显的后向传播特征,其发生机制为:受低空切变线和地面辐合线触发,廊坊—保定东部一线(辐合线的北侧)首先出现了雷阵雨,形成雷暴高压,在雷暴群后部(西南方)不断激发出新生雷暴,即有后向传播出现,新生雷暴并入雷暴群后,随引导气流向东北方向移动,造成列车效应,在暖区产生较强降水。     

Analytical model for the out‐of‐plane response of vertically spanning unreinforced masonry walls

An analytical model describing the flexural response of vertically spanning out‐of‐plane loaded unreinforced masonry walls is presented in this paper. The model is based on the second‐order Euler‐Bernoulli beam theory and captures important characteristics of the out‐of‐plane response of masonry walls that have been observed in experimental tests and from numerical studies but for which an analytical solution was still lacking: the onset and the evolution of cracking, the peak strength of the out‐of‐plane loaded walls, and the softening of the response due to P ?Δ effects. The model is validated against experimental results, and the comparison shows that the model captures both the prepeak and postpeak response of the walls. From the analytical model of the force‐displacement curve, a formula for the maximum out‐of‐plane strength of the walls is derived, which can be directly applied in engineering practice.     

Effectiveness of superelastic bars for seismic rehabilitation of clay‐unit masonry walls

This paper presents the results on shaking table tests of half‐scale brick walls performed to investigate the effectiveness of newly developed Cu–Al–Mn superelastic alloy (SEA) bars in retrofitting of historical masonry constructions. Problems associated with conventional steel reinforcing bars lie in degradation of stiffness and strength, or pinching phenomena, under cyclic loading, and presence of large residual cracks in structures during and after intense earthquakes. This paper attempts to resolve the problems by applying newly developed Cu–Al–Mn SEA bars, characterized by large recovery strain, low material cost, and high machinability, as partial replacements for steel bars. Sets of unreinforced, steel reinforced, and SEA‐reinforced specimens are subjected to scaled earthquake excitations in out‐of‐plane direction. Whereas steel‐reinforced specimens showed large residual inclinations, SEA‐reinforced specimens resulted in stable rocking response with slight residual inclinations. Corresponding nonlinear finite element (FE) models are developed to simulate the experimental observations. The FE models are further used to examine the sensitivity of the response with respect to the variations in experimental conditions. Both the experimental and numerical results demonstrate the superiority of Cu–Al–Mn SEA bars to conventional steel reinforcing bars in avoiding pinching phenomena. Copyright © 2012 John Wiley & Sons, Ltd.     

Out‐of‐plane behaviour of a full scale stone masonry façade. Part 1: specimen and ground motion selection

The out‐of‐plane response of walls in existing stone masonry buildings is one of the major causes of vulnerability commonly observed in post‐earthquake damage surveys. In this context, a shaking table (ST) test campaign was carried out on a full‐scale masonry façade mainly focusing on the characterization of its out‐of‐plane overturning behaviour. The structure tested on the ST is a partial reproduction of an existing building from Azores, damaged during the 9 July 1998 Faial earthquake. The definition of the tested specimen as well as the selection of the input ground motion is reported in this paper. A specific emphasis is given to the definition of the time‐history to be applied during the tests because it was felt as an essential and crucial part of the work to obtain the desired overturning behaviour. The accelerogram to be imposed was selected from a large set of accelerograms (74) by means of a step‐by‐step procedure on the basis of several numerical analyses resorting to the rocking response of rigid blocks. A companion paper (Part 2) focuses on the ST test results and detailed data interpretation. Copyright © 2013 John Wiley & Sons, Ltd.     

Simplified macro‐model for infill masonry walls considering the out‐of‐plane behaviour

One of the main challenges in earthquake risk mitigation is the assessment of existing buildings not designed according to modern codes and the development of effective techniques to strengthen these structures. Particular attention should be given to RC frame structures with masonry infill panels, as demonstrated by their poor performance in recent earthquakes in Europe. Understanding the seismic behaviour of masonry‐infilled RC frames presents one of the most difficult problems in structural engineering. Analytical tools to evaluate infill–frame interaction and the failure mechanisms need to be further studied. This research intends to develop a simplified macro‐model that takes into account the out‐of‐plane behaviour of the infill panels and the corresponding in‐plane and out‐of‐plane interaction when subjected to seismic loadings. Finally, a vulnerability assessment of an RC building will be performed in order to evaluate the influence of the out‐of‐plane consideration in the building response. Copyright © 2015 John Wiley & Sons, Ltd.     

非饱和黏土有效应力强度指标计算

因非饱和土性质的复杂性,需用高精的设备获取相关强度参数,试验难度大,应用受到限制。在分析非饱和土强度理论的基础上,从土的有效应力强度出发,利用常规三轴仪开展不同含水率、干密度组合的黏土CD试验,探讨含水率及干密度对黏土抗剪强度的影响,据此建立考虑含水率（饱和度）、干密度影响的有效应力强度指标计算公式。研究表明,黏土的强度与含水率、干密度密切相关,其中黏聚力、内摩擦角均与含水率（饱和度）呈二次曲线关系,与干密度成线性关系;二者的交互影响可按乘法效应进行组合,研究成果可为工程应用提供参考。