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比较GPS弦距与常规光电测距弦距的差别,对分析GPS测量误差问题,解决GPS与地面数据联合平差中权的确定问题,以及检核GPS网的解算结果具有重要意义。本文利用一多期复测成果,对其中的一些问题作了初步探讨。 相似文献
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弦线模量法建立了考虑黄土基本物性指标及附加应力综合影响的弦线模量函数,应用分层总和法计算黄土地基的变形量,并在陕西关中黄土地区工程实践中获得良好的预测结果,而在分析兰州等其他黄土地区地基沉降时,结果出现偏差,究其原因,与计算中忽视了天然状态下黄土的结构性特征有关。以弦线模量法为基础,通过西安近郊4处土样试验和大量载荷试验资料,分析黄土的构度指标与压缩模量、孔隙比、含水量的关系,并将构度指标引入弦线模量表,深化结构性参数在地基沉降变形计算中的理论。 相似文献
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美国技术标准用弦线模量对我国技术更新的启示 总被引:1,自引:1,他引:0
用弦线模量计算地基变形是中国的原始自主创新。它改正了压缩模量和各种计算模型存在的问题,所以对计算结果有很大的改进。它依据土性物理指标用软件计算,是各种计算方法中最简单的方法。用于地基设计规范能够实现以变形控制设计的目标;用于黄土地区建筑规范,能够依据基础面积、基底压力、相邻基础影响等条件,并考虑地区差异、土性的微结构差异等条件真实地计算不同类型黄土的湿陷量,实现定量评价黄土湿陷性的目标。在中国对弦线模量研究的同时,美国在金属材料非线弹性变形计算中也研究并已经在其技术标准中采用了弦线模量代替杨氏模量,中国的同类标准也引用了它。这对在我国地基规范中采用弦线模量法进行技术更新,应该具有重要的启示作用。在简要介绍弦线模量法主要情况的基础上,进一步阐明这一观点。 相似文献
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The structural safety assessment procedures proposed in Part 3 of Eurocode 8 (EC8‐3) for the case of reinforced concrete structures are addressed. The practical evaluation of the member chord rotation demand according to EC8‐3 is examined in detail along with several alternative formulations. The need for these formulations is demonstrated by presenting example situations where the EC8‐3 proposal is difficult to apply. The effectiveness of the proposed approaches is assessed through an example application and recommendations for their practical use are defined. Given the importance of the shear span in this context, a sensitivity analysis of the EC8‐3 capacity models with respect to this parameter is carried out and discussed in a later section. This analysis aims to assess the validity of the simplifications proposed by a previous research study for the quantification of the EC8‐3 capacity values. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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This paper outlines a methodology to assess the seismic drift of reinforced concrete buildings with limited structural and geotechnical information. Based on the latest and the most advanced research on predicting potential near-field and far field earthquakes affecting Hong Kong, the engineering response spectra for both rock and soil sites are derived. A new step-by-step procedure for displacement-based seismic hazard assessment of building structures is proposed to determine the maximum inter-storey drift demand for reinforced concrete buildings. The primary information required for this assessment is only the depth of the soft soil above bedrock and the height of the building. This procedure is further extended to assess the maximum chord rotation angle demand for the coupling beam of coupled shear wall or frame wall structures, which may be very critical when subjected to earthquake forces. An example is provided to illustrate calibration of the assessment procedure by using actual engineering structural models. 相似文献
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An improved linear‐elastic analysis procedure is developed in this paper as a simple approximate method for displacement‐based seismic assessment of the existing buildings. The procedure is mainly based on reducing the stiffness of structural members that are expected to respond in the inelastic range in a single global iteration step. Modal spectral displacement demands are determined from the equal displacement rule. Response predictions obtained from the proposed procedure are evaluated comparatively by using the results of benchmark nonlinear response history analysis, and both the conventional and the multi‐mode pushover analyses. In comparative evaluations, a twelve‐story RC plane frame and a six‐story unsymmetrical‐plan RC frame are employed by using 91 ground motion components. It is observed that the proposed procedure estimates the flexural deformation demands in deformation‐controlled members and the shear forces in force‐controlled members with reasonable accuracy. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
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基于多波束测深的地形定位是水下潜器导航技术研究和发展的重点,多波束测深数据的高精度快速重采样是水下地形匹配定位的前提。传统的实时抽稀方法因对多波束测深数据模型的过分简化而效果欠佳。参考Douglas-Peucker算法和点云数据抽稀方法,采用角度-弦高联合准则对多波束每ping数据进行抽稀处理,参考导航地形图对抽稀后的多ping数据基于点云离散度进行二次抽稀处理,从而实现多波束测深数据的高精度快速抽稀处理。典型的数学仿真地形和实测多波束条带数据实验表明:文中提出的抽稀方法数据抽稀率仿真地形在85%以上,实测地形在90%以上,数据抽稀前后点云构成的曲面DEM误差在3%以内,并且算法实时性较好。 相似文献
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