石粉灌浆石砌体的抗震抗剪强度及其应用研究

基于灌浆石砌墙体的拟动力试验、工程实践和震害经验，经分析研究，首次提出灌浆石砌体的抗震抗剪强度及抗震加固验算方法。经对工程实例验算，验证了本研究的可靠性和实用性。     

钢筋混凝土框架柱双向受剪承载力分析

本文分析了矩形截面钢筋混凝土框架柱斜向抗剪强度的特征，研究了双向受剪承载力计算时确定折减系数的方法和截面限制条件，对双向受剪承载力计算值与静载和动载试验结果的分析表明，双向受剪承载力计算公式和截面限制条件对于矩形截面钢筋混凝土框架柱设计是偏于安全的，可以作为钢筋混凝土框架柱抗震设计的参考。     

L形高强钢筋高强混凝土短肢剪力墙抗震性能试验研究

L形短肢剪力墙由于其肢短的特点,已经广泛应用于民用建筑的外围结构。为研究使用高性能材料加强后的新型L形短肢剪力墙的抗震性能,本文基于不同轴压比、高宽比和配箍率,设计制作了六片短肢剪力墙试验模型,对其进行了低周往复荷载试验,根据试验结果,对试件的滞回性能、刚度退化、破坏形态、耗能能力等抗震性能指标进行分析与研究。结果表明:高强材料的使用提高了试件的整体承载能力;在满足最小配箍率的前提下适当增大配箍率有利于提高试件的承载力和延性;轴压比大小是影响试件破坏形态的主要因素,随着轴压比逐渐增大,试件趋于脆性破坏;高厚比大小是影响试件抗震性能的次要因素,其影响程度主要根据工程实际情况来确定,但可以肯定的是,较大高厚比有利于提升墙体的稳定性和承载能力。     

钢筋混凝土异形柱框架结构楼层受剪承载力计算方法

在不考虑结构整体扭转的前提下，假定异形柱框架结构中的异形柱为单向偏心受压且为弯曲型破坏，给出了异形柱正截面受弯承载力和异形柱框架结构楼层受剪承载力计算方法。方法简便实用，与试验结果比较吻合。     

基于桁架-拱模型的T形截面宽肢异形柱受剪承载力试验研究

将桁架-拱模型理论应用于钢筋混凝土异形柱斜截面受剪承载力分析研究,以T形截面混凝土宽肢异形柱为例,提出了T形截面宽肢异形柱的斜截面受剪承载力计算公式。并与试验结果进行对比,研究表明通过桁架-拱模型理论建立混凝土异形柱斜截面受剪承载力计算公式是可行的,文中还与异形柱现行规程提出的受剪承载力计算公式进行了对比研究。该方法可为混凝土宽肢异形柱受剪承载力分析和计算提供参考。     

剪切型多自由度体系瞬时输入能量的分布

通过对剪切型多自由度体系的地震能量反应分析,提出了描述多自由度体系整体脉冲能量反应的参数,瞬时输入能量等效平均速度,并在此基础上建立了瞬时输入能量分布系数的概念,提出了估计瞬时输入能量分布的方法。     

多层螺旋CT三维成像技术观测植物根系的实验研究

目的:探讨多层螺旋CT在作物根系观测中的应用价值。方法:选取有代表意义分别种植在3种不同生长基质共九个花盆中的三种作物,将作物根系连同基质、花盆一起利用多层螺旋CT机进行容积扫描,把获得的作物根系图像的容积数据导入CT3D工作站,利用机器设备所附带的图像后处理软件MIP、SSD、MPR、VR对图像进行成像。经处理过的图像由两位CT专职医生和两位植物根系研究人员对图像质量进行评价。结果:采用多层螺旋CT成像技术能够实现植物根系原位形态构型的定性观察和定量测量。结论:多层螺旋CT可作为一种原位、快速、准确、无损观察作物根系构形的方法;几种CT成像方法中,以最大密度投影(MIP)成像法图像效果最好。     

Effects of wet meadow riparian vegetation on streambank erosion. 2. Measurements of vegetated bank strength and consequences for failure mechanics

We measured the effect of wet meadow vegetation on the bank strength and failure mechanics of a meandering montane meadow stream, the South Fork of the Kern River at Monache Meadow, in California's Sierra Nevada. Streambanks colonized by ‘wet’ graminoid meadow vegetation were on average five times stronger than those colonized by ‘dry’ xeric meadow and scrub vegetation. Our measurements show that strength is correlated with vegetation density indicators, including stem counts, standing biomass per unit area, and the ratio of root mass to soil mass. Rushes appear better than sedges at stabilizing coarse bar surfaces, while sedges are far more effective at stabilizing actively eroding cut banks. Wet meadow floodplain vegetation creates a composite cut bank configuration (a cohesive layer overlying cohesionless materials) that erodes via cantilever failure. Field measurements and a geotechnical model of cantilever stability show that by increasing bank strength, wet meadow vegetation increases the thickness, width, and cohesiveness of a bank cantilever, which, in turn, increases the amount of time required to undermine, detach, and remove bank failure blocks. At Monache Meadow, it takes approximately four years to produce and remove a 1 m wide wet meadow bank block. Wet meadow vegetation limits bank migration rates by increasing bank strength, altering bank failure modes, and reducing bank failure frequency. Copyright © 2002 John Wiley & Sons, Ltd.     

四川盆地中部浅层地壳一维剪切波速度结构初步研究

2010年1月31日四川盆地中部的遂宁发生了M5.0地震,四川盆地内部的台站观测到了很强的短周期面波波形数据。本文对地震数据的Rayleigh波和Love波提取基阶群速度频散曲线并反演得到四川盆地中部浅层地壳一维剪切波波速度结构。研究结果表明,四川盆地中部近地表剪切波平均速度约为2km/s,并且随深度逐渐增加,地壳深度在10km左右时,剪切波速度达到了3.5km/s。此结果适用于四川盆地中部以西,从遂宁到龙泉山附近,而四川盆地东部,从遂宁到华蓥山断裂不适用。该结果可为龙门山断裂附近的三维结构研究提供参考,并对强地面运动计算和区域内地震定位的研究有一定参考价值。     

双模态风垂直切变对台风结构和强度的作用分析

本文应用WRF(v 3.4) 模式输出资料,揭示了风垂直切变(Vertical Wind Shear:VWS)在垂直方向上的波状变化特征,这种波状变化在台风不同发展时期又有不同形态,其中在持续强盛期呈双模态分布.应用VWS引起的次级垂直环流影响台风对流分布和强度变化的基本原理,用模式资料分析发现:对流层中层具有的VWS是整层VWS的主要部分,台风强度变化滞后VWS的形态突变6h左右;双模态波状变化的VWS产生的次级环流和台风垂直环流的配置不同使台风强对流带结构变得不对称及眼墙区对流强度在垂直分布上变得不均匀,随着持续强盛期涡旋运动的增强,强对流带分布又趋于对称.又根据VWS形成的垂直方向上涡度力分布不均匀引起台风内中尺度滚轴状对流带不稳定发展原理,分析表明:对流层中、低层的涡度力有利于对流不稳定增强,垂直速度的最大值与风垂直廓线的拐点在同一高度上,这与理论模型的结论一致.因此,VWS的波状变化分布特征不仅影响台风强对流带中尺度结构的改变,也对台风持续强盛具有重要作用;同时也是台风内滚轴状对流带不稳定的可能启动机制.     

横波各向异性在裂缝和应力分析中的应用

针对裂缝性和低孔低渗地层的横波各向异性特征,反演得到横波各向异性参数,研究了裂缝的发育程度、方位和有效性,并对低孔低渗地层的应力场分布状态和方位进行了综合评价;通过对反演得到的快、慢弯曲波形进行频散分析以及计算单极横波各向异性大小,确定了引起横波各向异性的原因,并结合常规测井资料、岩心及FMI成像资料对分析结果进行了验证和对比,最后对研究区8口典型井的横波各向异性进行了综合处理和评价,得到了该区的横波各向异性特征以及和总的应力场走向.结果表明,利用横波的各向异性参数可以有效的评价裂缝的发育程度、走向及有效性,并能准确的确定地应力分布状态和最大水平应力方位.     

Formation and erosion of sediment cover in an experimental bedrock‐alluvial channel

Sediment grains in a bedrock‐alluvial river will be deposited within or adjacent to a sediment patch, or as isolated grains on the bedrock surface. Previous analysis of grain geometry has demonstrated that these arrangements produce significant differences in grain entrainment shear stress. However, this analysis neglected potential interactions between the sediment patches, local hydraulics and grain entrainment. We present a series of flume experiments that measure the influence of sediment patches on grain entrainment. The flume had a planar bed with roughness that was much smaller than the diameters of the mobile grains. In each experiment sediment was added either as individual grains or as a single sediment pulse. Flow was then increased until the sediment was entrained. Analysis of the experiments demonstrates that: (1) for individual grains, coarse grains are entrained at a higher discharge than fine grains; (2) once sediment patches are present, the different in entrainment discharge between coarse and fine grains is greatly reduced; (3) the sheltering effect of patches also increases the entrainment discharge of isolated grains; (4) entire sediment patches break‐up and are eroded quickly, rather than through progressive grain‐by‐grain erosion; (5) as discharge increases there is some tendency for patches to become more elongate and flow‐aligned, and more randomly distributed across the bed. One implication of this research is that the critical shear stress in bedrock‐alluvial channels will be a function of the extent of the sediment cover. Another is that the influence of sediment patches equalizes critical shear stresses between different grain sizes and grain locations, meaning that these factors may not need to be accounted for. Further research is needed to quantify interactions between sediment patches, grain entrainment and local hydraulics on rougher bedrock surfaces, and under different types of sediment supply. Copyright © 2016 John Wiley & Sons, Ltd.     

植被变化对西北地区陆气耦合强度的影响

西北地区地处欧亚大陆腹地,生态系统对于气候变化和人为影响十分敏感,同时该区也是湿润的东亚季风区与干燥的中亚干旱区的过渡区域,陆气相互作用比较强烈.本文对西北地区植被变化对当地的陆气耦合强度及其与之相关的地表水文过程的影响进行了分析研究,并且找出适于增加植被以缓解西北地区荒漠化趋势的最具成效的地区.本文利用美国国家大气科学研究中心(NCAR,National Center for Atmospheric Research)研制的通用大气模式CAM3(Community Atmosphere Model Version 3)对西北地区植被变化的影响进了数值模拟.本文共设计了三个试验,使用正常地表植被覆盖的参考试验,地表下垫面变为裸土的去植被试验和植被增加的生态环境好转试验.首先,本文对西北地区植被变化对于当地降水量、地表水分盈余量、径流量、地表土壤含水量等地表水文变量的影响进行了分析研究.然后对西北地区植被变化对当地的陆气耦合强度的影响进了分析研究,陆气耦合强度是衡量局地陆气相互作用强弱程度的一个新标准,基于计算年降水量与蒸散量的协方差与降水量方差之比而得到.它利用观测数据或模式输出数据,计算起来简便容易,物理意义明确清晰,陆气相互作用越强烈的地区,其陆气耦合强度也越高.最后,本文计算了一个蒸散-水汽通量散度指数来衡量植被变化对局地蒸散与大气水汽通量散度的影响,其在一定程度上反应了植被变化对局地陆气相互作用和大尺度大气环流输送作用的影响,也可以视为一个评估人为生态环境工程效果的指标.西北地区陆气耦合强度由东南向西北递增.去植被之后,西北地区降水与蒸发普遍减少,其中在东南部区域,地表径流增加约10~40 mm,渗流量与地表土壤含水量分别减少约40~80 mm和5~20 mm3·mm-3,陆气耦合强度上升,这有可能导致水土流失,不利于当地植被的恢复.生态环境好转之后,内陆地区降水与蒸发明显增加,但地表盈余水分有所减少,主要原因是蒸散量相较于降水量增加的更多.其中在沙漠戈壁区边缘的新疆南部与内蒙西部,渗流量与地表土壤含水量分别上升约5~20 mm和5~20 mm3·mm-3,陆气耦合强度降低,蒸散-水汽通量散度指数较高,这可能主要是由于植被变化对局地陆气相互作用的改变而造成的.植被对于西北地区地表水文过程有着明显的影响,植被的存在能加速西北地区地表水文循环过程,减小陆面蒸散的变化,降低陆气耦合强度.在有限的人力与财力条件下,集中力量在在沙漠戈壁区边缘的新疆南部与内蒙西部适当种植灌木与青草并防止过度放牧,能有效降低当地陆气耦合强度,缓解西北地区荒漠化加剧的趋势.本文下一步还需考虑如模式地表植被数据与真实情况的差异性,海洋因素变化对于植被变化的反馈,以及进行集合实验来增加研究结果的可靠性.     

石砌体结构抗震抗剪强度理论的应用

本文基于石砌墙体的拟动力实验、工程实践及震害经验,经分析研究,提出石砌体结构的抗震设计强度验算及抗震设计方法,并结合实际工程计算,验证了本研究的可靠性与实用性。     

Effects of wind shear on the atmospheric convective boundary layer structure and evolution

The article reviews past accomplishments and recent advances in conceptual understanding, numerical simulation, and physical interpretation of the wind shear phenomena in the atmospheric convective boundary layer.     

Experimental investigation on local shear stress and turbulence intensities over a rough non-uniform bed with and without sediment using 2D particle image velocimetry

The current work focuses on locally resolving velocities,turbulence,and shear stresses over a rough bed with locally non-uniform character.A nonporous subsurface layer and fixed interfacial sublayer of gravel and sand were water-worked to a nature-like bed form and additionally sealed in a hydraulic flume.Two-dimensional Particle Image Velocimetry(2 D-PIV) was applied in the vertical plane of the experimental flume axis.Runs with clear water and weak sediment transport were done under slightly supercritical flow to ensure sediment transport conditions without formation of considerable sediment deposits or dunes.The study design included analyzing the double-averaged flow parameters of the entire measurement domain and investigating the flow development at 14 consecutive vertical subsections.Local geometrical variabilities as well the presence of sediment were mainly reflected in the vertical velocity component.Whereas the vertical velocity decreased over the entire depth in presence of sediment transport,the streamwise velocity profile was reduced only within the interfacial sublayer.In the region with decelerating flow conditions,however,the streamwise velocity profile systematically increased along the entire depth extent.The increase in the main velocity(reduction of flow resistance)correlated with a decrease of the turbulent shear and main normal stresses.Therefore,effects of rough bed smoothening and drag force reduction were experimentally documented within the interfacial sublayer due to mobile sediment.Moreover,the current study leads to the conclusion that in nonuniform flows the maximum Reynolds stress values are a better predictor for the bed shear stress than the linearly extrapolated Reynolds stress profile.This is an important finding because,in natural flows,uniform conditions are rare.     

波浪条件下刚性植被茎干紊流对沉积物再悬浮的促进作用

浅水湖泊沉积物再悬浮过程促进了沉积物内源性物质的释放,造成湖泊水体内源污染,加剧湖泊水质污染与生态恶化.开展刚性植被不同分布格局下的沉积物再悬浮水槽试验,能为浅水草型湖泊、滨海湿地等水环境治理与生态修复提供理论参考.本研究通过开展实验室波浪水槽试验,检验了3种直径12种密度的刚性模型植被对波浪扰动白洋淀沉积物再悬浮的影响,通过测定不同植被情景不同波浪条件下的瞬时速度和沉积物再悬浮浓度,详细阐述了植被产生的紊动能对沉积物再悬浮临界状态的影响,构建并验证了沉积物再悬浮植被紊流模型,预测了沉积物再悬浮的临界速度,为湿地生态恢复与保护提供参考.结果表明：1）植被的存在能有效增加近床面的紊动能;2）紊动能是控制沉积物再悬浮的关键性因素;3）沉积物再悬浮的临界波速与植被的固相体积分数相关.     

三维重建在孤立性肺结节血管集束征的诊断价值

目的：探讨三维重建图像对孤立性肺结节（SPN）血管集束征的显示及其诊断价值。资料与方法：回顾性分析经病理确诊的63例SPN,在三维重建工作站进行多平面重组（MPR）及容积再现（VR）,观察血管集束征的显示,统计分析两种方法的差异以及在良恶性SPN鉴别诊断中的应用价值。结果：SPN的血管集束征在VR图像显示率高于MPR（P<0.05）,在MPR和VR图像上,恶性SPN血管集束征的显示率均高于良性（P<0.05）。结论：三维重建图像能够更全面地显示血管集束征,对SPN的良恶性分析有一定的参考价值。     

Effects of levee cover strength on flood mapping in the case of levee breach due to overtopping

The reliability of a levee system is a crucial factor in flood risk management. In this study we present a probabilistic methodology to assess the effects of levee cover strength on levee failure probability, triggering time, flood propagation and consequent impacts on population and assets. A method for determining fragility curves is used in combination with the results of a one-dimensional hydrodynamic model to estimate the conditional probability of levee failure in each river section. Then, a levee breach model is applied to calculate the possible flood hydrographs, and for each breach scenario a two-dimensional hydrodynamic model is used to estimate flood hazard (flood extent and timing, maximum water depths) and flood impacts (economic damage and affected population) in the areas at risk along the river reach. We show an application for levee overtopping and different flood scenarios for a 98 km reach of the lower Po River in Italy. The results show how different design solutions for the levee cover can influence the probability of levee failure and the consequent flood scenarios. In particular, good grass cover strength can significantly delay levee failure and reduce maximum flood depths in the flood-prone areas, thus helping the implementation of flood risk management actions.

EDITOR D. Koutsoyiannis

ASSOCIATE EDITOR A. Viglione