框架剪力墙结构模态静力非线性抗震分析方法研究

本文在模态pushover分析方法基础上推导建立了模态静力非线性分析方法,对一栋10层框架剪力墙结构进行了静力非线性分析,提出了目标位移求解的等效单自由度体系弹塑性时程分析迭代法,计算结果与相应时程分析结果进行了比较,表明两者吻合较好,验证了本文计算方法的有效性。另外,对同一结构,计算分析了在不同水平荷载模式下的静力非线性分析结果,比较不同荷载模式对计算结果的影响,为静力非线性分析方法的推广使用提供参考。     

基于孔压静力触探试验的水运工程土分类方法研究

土的工程分类是工程勘察和设计应用的关键问题之一。基于孔压静力触探测试（piezocone penetration test,简称CPTU）原位测试参数进行土分类是高效实用的方法。国内外现有分类方法的名称及标准与我国《水运工程岩土勘察规范》（JTS 133－2013）不符合。因此,建立基于CPTU原位测试参数、符合我国行业标准的土工程分类方法具有重要工程意义。在收集大量国内外水运工程CPTU测试资料的基础上,对比分析了616个间距小于5 m的CPTU测试孔和相应钻孔取样与室内土工试验成果。选择国内外7种常用的CPTU土分类图进行应用比较,发现这些土分类图所采用的应力修正计算方法在考虑浅层土体的有效上覆应力修正时存在一定的缺陷,通过引入新的应力修正方法和修正土分类边界线,建立了适合我国水运工程的CPTU土分类方法。对比应用分析表明,该分类图能够准确地进行水运工程土类划分,尤其适合于软土、粉细砂和中粗砂的划分,可作为我国水运工程的土工程分类方法。     

Estimating severity of liquefaction-induced damage near foundation

An empirical procedure for estimating the severity of liquefaction-induced ground damage at or near foundations of existing buildings is established. The procedure is based on an examination of 30 case histories from recent earthquakes. The data for these case histories consist of observations of the damage that resulted from liquefaction, and the subsurface soil conditions as revealed by cone penetration tests. These field observations are used to classify these cases into one of three damaging effect categories, ‘no damage’, ‘minor to moderate damage’, and ‘major damage’. The potential for liquefaction-induced ground failure at each site is calculated and expressed as the probability of ground failure. The relationship between the probability of ground failure and the damage class is established, which allows for the evaluation of the severity of liquefaction-induced ground damage at or near foundations. The procedure presented herein represents a significant attempt to address the issue of liquefaction effect. Caution must be exercised, however, when using the proposed model and procedure for estimating liquefaction damage severity, because they are developed based on limited number of case histories.     

Bed load transport during rising and falling stages on two small streams

Bed load transport rates were measured with continuously recording pit samplers on two small gravel-bed streams in the Goodwin Creek Research Watershed, northern Mississippi, U.S.A. When transport samples were grouped according to whether the stage was rising or falling, significant differences in mean bed load transport rates were found at nearly all flow strengths. At higher flow strengths, mean bed load transport rates were greater during rising stages than during falling stages. The greater transport rates measured during rising stages may be caused by a lag in the formation and destruction of bed roughness elements. One of the streams also showed evidence for greater transport rates for low flows as the stage declined. This may be caused by differences in the stability of the bed material at the beginning and at the end of a transport event.     

混凝土框架柱双向受剪性能试验研究与相关性分析

为研究钢筋混凝土框架柱的抗震性能,进行了矩形截面不等肢配箍混凝土框架柱在斜向水平荷载作用下的抗剪强度试验研究,对框架柱在斜向水平荷载作用下的受剪承载力进行有限元分析,并与试验结果进行比较,研究了两向不等肢配箍矩形截面柱在静载和低周反复荷载作用下双向受剪承载力的相关关系,推导了双向受剪承载力计算公式。研究结果表明,斜向水平荷载作用下,不等肢配箍混凝土框架柱双向受剪承载力的相关关系近似符合椭圆规律,为不等肢配箍混凝土框架柱的受剪承载力设计提供参考。     

Investigation of insulation layer dynamic characteristics for high-speed railway

Dynamic performance of insulation is one of the key parameters during the insulation application for high-speed railway subgrade. This paper conducted laboratory and field tests for the materials and dynamic load,especially for thermal performance, elastic deformation, and accumulated deformation of insulation materials.Experiment results show that mechanical properties of insulation layer structure are stable, which satisfies the requirements of the high speed railway.     

上海旱地农田氮磷随地表径流流失研究

选择上海宝山罗店镇具有代表性的旱地蔬菜农田生态系统，从2004年3月到8月的近半年时间里，通过对径流及径流中侵蚀泥沙的氮磷流失情况的连续监测，研究了旱地农田施肥与氮磷流失污染之间的关系，探讨了农田氮磷的迁移特征及环境效应，主要结果表明：当季施用化肥的地表径流总流失量，总氮为32．77kg/hm^2，总磷为8．1kg／hm^2，随径流排出农田的氮素中有37．7％是当季施用的氮素化肥，磷素中有26．9％是当季施用的磷素化肥；从过量施肥与环境污染之间的“因”与“果”来看，减量15％施肥区相比常规施肥区的茄子的产量减少2．7％，但是其污染负荷却减少了13．4％，表明在化肥利用的有效性上或增施化肥与控制环境污染之间，应该寻找一个最佳的平衡点。     

武汉市科教区冬春季气溶胶的元素组成特征及来源分析

2006-2007年冬春季在武汉市湖北大学校区连续采集气溶胶样品,测定气溶胶元素组成,分析气溶胶样品总悬浮颗粒物（TSP）质量浓度,再结合污染源的特征元素组成来确定污染物的来源构成。结果表明：湖北大学校区大气气溶胶污染程度较轻,气溶胶元素以地壳元素为主,其次是具有代表性的人为污染物元素,再次是盐类元素。通过因子载荷分析和相关性分析显示,湖北大学周边地区的建筑源、交通源和餐饮源是湖北大学校区大气的主要污染源。     

风云三号D气象卫星全球数据获取方法及数据分发

风云三号D气象卫星搭载10个载荷：中分辨率光谱成像仪Ⅱ、微波成像仪、微波温度计Ⅱ、微波湿度计Ⅱ、红外高光谱大气探测仪、近红外高光谱温室气体监测仪、广角极光成像仪、电离层光度计、空间环境监测器和全球导航卫星掩星探测仪。这10个载荷每天连续对地球探测,并获取数据,卫星将载荷探测数据经过实时空对地广播链路向全球用户广播;同时,通过延时空对地广播链路将全球延时数据对国内的广州、乌鲁木齐、佳木斯、喀什,北极及南极站进行数据下传,这四个国内站及两个极地站收到全球数据后,在45 min内,通过地面商用通信链路将数据传送到数据处理中心,数据处理中心对收到的数据进行汇集、分包、质量判断、预处理、产品生成等处理后,通过专线或互联网将数据发送给用户;同时,各气象、海洋及其他用户还可以通过用户利用站进行数据的接收及应用。     

Rill flow resistance law under equilibrium bed‐load transport conditions

In this paper, a recently deduced flow resistance equation for open channel flow was tested under equilibrium bed‐load transport conditions in a rill. First, the flow resistance equation was deduced applying dimensional analysis and the incomplete self‐similarity condition for the flow velocity distribution. Then, the following steps were carried out for developing the analysis: (a) a relationship (Equation  13 ) between the Γ function of the velocity profile, the rill slope, and the Froude number was calibrated by the available measurements by Jiang et al.; (b) a relationship (Equation  17 ) between the Γ function, the rill slope, the Shields number, and the Froude number was calibrated by the same measurements; and (c) the Darcy–Weisbach friction factor values measured by Jiang et al. were compared with those calculated by the rill flow resistance equation with Γ estimated by Equations  13 and 17 . This last comparison demonstrated that the rill flow resistance equation, in which slope and Shields number, representative of sediment transport effects, are introduced, is characterized by the lowest values of the estimate errors.