Probability-consistent spectrum and code spectrum

IntroductionInChina,thecombinationofseismicdesigncodewithzoningmapofseismicintensityorgroundmotionparametersisusuallyadoptedtodeterminetheseismicfortificationcriterionforthegeneralindustryandcivilbuildings.Thepresentproceduresareasfollows.Accordingtothepro-jectlocation,thedesignbasicaccelerationofgroundmotionandthedesigncharacteristicperiodofresponsespectrumareobtainedfromthezoningmapofseismicgroundmotionparameters(GeneralAdministrationofQualitySupervision,InspectionandQuarantineofthePeople…     

Period formulas of shear wall buildings with flexible bases

The evaluation of the fundamental period of shear wall buildings considering the flexibility of the base is investigated in this paper. This research is motivated by the discrepancy reported between the formulas used in different building codes and the measurement of real buildings. Both experimental and analytical approaches are used to assess the effect of the base flexibility on the fundamental period of shear wall structures. In total, twenty buildings built on different types of soil are tested under ambient vibration. The fundamental period is identified using a non‐parametric linear model in the frequency domain. The results show that fundamental period formulas used by UBC‐97 and NBCC‐95 are inadequate since they do not include the effect of the foundation stiffness. To improve the estimation of the fundamental period of shear wall buildings, an analytical approach is presented. The structure and the foundation are represented by a continuous‐discrete system. The stiffnesses of the base are represented by translational and rotational discrete springs. The rigidities of these springs are evaluated from the elastic uniform compression of the soil mass and the size of the foundation. The analytical predictions improve the estimation of the fundamental period and keep the computation simple. The error between the measured period and the analytical results is, on average, less than 10%. Copyright © 2003 John Wiley & Sons, Ltd.     

Statistical Analysis on the Corner Period of Site-Related Design Spectra

INTRODUCTIONFromTJ1 1 74 ,theseismicdesignforbuildingshasbeenbasedontheaccelerationresponsespectruminChina (HuYuxian ,1 988) .ThevalueofTgoftheresponsespectrumvariesbecauseofdifferentsiteclassesanddifferentearthquakeenvironments .Designresponsespectrainc…     

地理网格技术在产地溯源码编制中的应用研究

针对农产品溯源中溯源编码通用性差、不便于查询的问题,本文分析了国内外地理网格技术与产地溯源码的研究现状,并结合二维码技术,提出了基于地理网格技术的二维产地溯源码编制规则,详细介绍了产地溯源编码的组成,并以应用实例验证了编码的实用性与便捷性。     

基于GeoSOT剖分编码的不动产单元统一标识模型研究

针对现有不动产单元编码存在空间位置信息模糊的问题,以寻求更加直接反映空间位置的不动产编码为目标,在对现有不动产单元编码深入研究的基础上,提出了基于GeoSOT网格编码的不动产单元模型、编码方法,以及该模型与空间位置信息转换方案。试验证明,基于GeoSOT的不动产单元编码更加直观,具有很好的实用性。     

Review on Montane Forest Eco-hydrology in Arid Area

Since the forest eco-hydrology of arid area shows a well sensitivity of the global climate change, the relationship between forest and water and the hydrological function has attracted the attention of academic communites and management departments. This paper expounds the research progress in arid mountain forest eco-hydrology, and analyses the formation and stable mechanism of forest patch pattern, the relationship between forest and water yield and the response of forest eco-hydrology to climate change from three aspects: Forest spatial pattern, hydrological process and its response to climate change. In addition, combined with the current research progress, the research emphases in the future are put forward: Strengthening the research on the coupling of vegetation pattern and hydrological process; solving the scale problem by using remote sensing technique and model; enhancing the understanding towards the hydrological function of forest; determining the suitable forest scale which can balance the relationship of ecology and hydrological effect.     

区域综合地质调查助力乡村振兴的关键内容、战略路径与未来对策

区域综合地质调查是助力乡村振兴的基础性工作和重要技术支撑。本研究基于地质视角解读乡村振兴,围绕乡村人地安全、产业发展、地质文化、环境保护等方面进行剖析,提出地质灾害调查、工程地质评价、水文地质调查、农业地质调查、旅游地质遗迹调查等区域综合地质调查助力乡村振兴的关键内容;为提高助力效率效果,需做好项目顶层设计、制定乡村地区区域地质调查技术要求等标准、构建服务地方工作机制、开展系统人才培训培养等战略路径。未来乡村发展中,应进一步解决区域统筹部署与重点发展村镇选择、综合地质调查与乡村规划建设空间尺度匹配、综合地质调查和纵向专业性调查配合使用、工程地质评价与乡村地下空间集约利用、地质文化村建设与乡村规划建设衔接等问题,不断提高区域综合地质调查技术方法的服务能力,为乡村可持续振兴提供解决思路和方案。     

土工试验规范变更对膨胀计算和判定的影响

对土工试验方法标准的新旧规范中无荷膨胀率和有荷膨胀率的变化内容进行对比分析,发现两者的计算公式发生显著变化,新规范的计算结果与旧规范相比,膨胀率明显变大,膨胀量随之增大,这将对工程勘察、设计、施工等产生明显影响。以某工程为例,新规范计算后地层总膨胀量由旧规范的16.7 mm变为51.8 mm,增加了2倍左右,地基土的胀缩等级由Ⅰ级变为Ⅱ级,地基基础设计等级由丙级变为乙级,地基处理措施和施工方案随之也发生改变。因此,工程技术人员对此应综合考虑,严谨对待。     

基于SEED波形文件的运行率统计

介绍了基于SEED波形文件运行率计算的技术和实现方法,介绍了SEED文件中标识时间的特殊掩码、时间片的具体格式和程序的实现,并给出了与其相关的部分源代码.     

简易房屋的地震灾害经济损失评估

国家标准《地震现场工作第4部分:灾害直接损失评估》(GB/T18208.4-2005)对现行地震现场灾害损失评估的规定进行了适当调整。云南地区震灾多、损失重,因此,选择以云南为例,有针对性地讨论了调整内容。结合云南的具体情况阐述了简易房屋的概念及其破坏等级的划分;介绍了简易房屋地震灾害损失评估的方法、原理,着重介绍了破坏比、损失比、房屋重置单价和建筑面积等计算参数的获取方法;按国家标准对2005年8月5日会泽5.3级地震中简易房屋的经济损失进行了模拟评估,并分析讨论了引起经济损失值差异的原因。