安装形状记忆合金阻尼器的剪力墙结构抗震性能分析

为减轻钢筋混凝土剪力墙连梁的地震后永久性损伤,同时保持连梁的耗能机制,本文提出在剪力墙连梁中安装新型形状记忆合金(Shape Memory Alloy,简称SMA)阻尼器,并研究该阻尼器对剪力墙结构地震响应的减震效果。通过一幢12层剪力墙结构地震反应的时程分析,研究了SMA阻尼器的附加刚度比和屈服位移比两项特征参数对结构地震反应控制效果的影响规律。计算分析结果表明,当附加刚度比为0.04～0.05,屈服位移比为0.4～0.5时,可以获得较好的减震效果。     

结构参数对双链式悬索桥地震响应的影响

以某双链式悬索桥为工程背景,建立了空间有限元计算模型.运用几何非线性时程分析方法,分析并探讨了不同垂跨比、阻尼比,塔桥不同连接方式和双链位置对双链式悬索桥地震响应的影响.分析表明,竖向地震动分量使桥塔轴力迅速增大,加劲梁采用钢筋混凝土边梁可有效减小地震响应;塔梁间采用简支连接方案其抗震性能比固定支座连接方案、滑动支座连接方案要好;双链式悬索桥横向抗震性能优于单链式悬索桥.对双链式悬索桥抗震性能的研究,为此类悬索结构的设计选型,乃至减震、隔震及抗震加固提供了参考.     

Generalized extreme value shape parameter and its nature for extreme precipitation using long time series and the Bayesian approach

Assessing the probability of extreme precipitation events is consequential in civil planning. This requires an understanding of how return values change with return periods, which is essentially described by the generalized extreme value (GEV) shape parameter. Some works in the field suggest a constant shape parameter, while our analysis indicates a non-universal value. We re-analysed an older precipitation dataset (169 stations) extended by Norwegian data (71 stations). We showed that while each set seems to have a constant shape parameter, it differs between the two datasets, indicating regional differences. For a more comprehensive analysis of spatial effects, we examined a global dataset (1495 stations). We provided shape parameter maps for two models and found clear evidence that the shape parameter depends on elevation, while the effect of latitude remains uncertain. Our results confirm an explanation in terms of dominating precipitation systems based on a proxy derived from the Köppen-Geiger climate classification.

EDITOR D. Koutsoyiannis

ASSOCIATE EDITOR not assigned     

缅甸其培水电站恩梅开江断裂构造特征及活动性评价

综合野外地质调查、氡气测量、石英形貌扫描(SEM)等资料,认为恩梅开江断裂中-晚元古代为一条韧性剪切带,但在喜马拉雅期发生了脆性变形,表现为一条由多条脆性断层叠加于韧性剪切带的断裂带。断裂新构造活动期主要集中在上新世到更新世。全新世以来活动性较弱,对水电站工程建设影响微弱。     

Structural identification with incomplete output‐only data and independence of measured information for shear‐type systems

Structural identification is the inverse problem of estimating physical parameters of a structural system from its vibration response measurements. Incomplete instrumentation and ambient vibration testing generally result in incomplete and arbitrarily normalized measured modal information, often leading to an ill‐conditioned inverse problem and non‐unique identification results. The identifiability of any parameter set of interest depends on the amount of independent available information. In this paper, we consider the identifiability of the mass and stiffness parameters of shear‐type systems in output‐only situations with incomplete instrumentation. A mode shape expansion‐cum‐mass normalization approach is presented to obtain the complete mass normalized mode shape matrix, starting from the incomplete non‐normalized modes identified using any operational modal analysis technique. An analysis is presented to determine the minimum independent information carried by any given sensor set‐up. This is used to determine the minimum necessary number and location of sensors from the point of view of minimum necessary information for identification. The different theoretical discussions are illustrated using numerical simulations and shake table experiments. It is shown that the proposed identification algorithm is able to obtain reliably accurate physical parameter estimates under the constraints of minimal instrumentation, minimal a priori information, and unmeasured input. The sensor placement rules can be used in experiment design to determine the necessary number and location of sensors on the monitored system. John Wiley & Sons, Ltd.     

Effect of pier shape and pier alignment on the equilibrium scour depth at single piers

The equilibrium scour depth at uniform single bridge piers depends on a large number of variables,including the pier horizontal cross-section shape and its alignment angle towards the flow direction.The influence of these variables has been studied by only a few researchers,mostly,on the basis of tests that were far from approaching equilibrium.This experimental study aims at revisiting the influence of piers' shape and alignment on local scouring for length-width ratios smaller than or equal to 4,by increasing the experimental evidence.Fifty five long-duration laboratory tests were run under steady,clear-water flow,close to the threshold for initiation of sediment motion.Five pier shapes were considered:circular,rectangular square-nosed,rectangular round-nosed,oblong,and zero-spacing(packed) pile-groups;the tested skew-angles were 0°,30°,45°,60°,and 90°.It was concluded that i) the shape factor can be taken as 1.0,for rectangular round-nosed and oblong cross-section piers,and as 1.2,for rectangular squarenosed and packed pile-group cross-section piers,ii) the shape factor does not vary significantly with the duration of tests,this way confirming the robustness of the shape factors reported to date,iii) the effect of shape is present at skewed piers although the associated coefficients remain in the narrow range of1.0-1.2,and iv) for length-width ratios smaller than 4,the shape factor is of the same order of magnitude as the skew angle factor and should not be neglected.     

不同纵波速度介质中炸药震源激发数值模拟研究

震源激发是影响地震勘探效果的一个重要因素,在油气勘探中需要选择合适的震源参数以获取较好的地震记录。本文以数值模拟方法为基础,通过使用ANSYS/LS-DYNA软件,对单井条件下不同岩土介质中柱状炸药震源激发进行了对比研究,计算得到相应的地震子波。通过对比分析各组参数对应的地震子波振幅和频谱,选择合适的激发参数。研究结果表明,在纵波速度较低的介质中,中低爆速、细长药柱炸药激发产生的地震子波频率高、能量大,而在纵波速度较高的介质中,高爆速、短粗药柱炸药激发产生的地震子波频率高、能量大。该研究结果与实际勘探结果比较符合,可为实际勘探中激发参数的选择提供参考。     

DMT机载云粒子图像形状识别及其应用

利用机载云粒子探测设备入云进行观测是目前获取云粒子微物理特征最直接有效的手段。国内已有多家单位引进美国DMT（Droplet Measurement Technologies）公司的云粒子图像探头CIP（cloud imaging probe）。由于其配套软件不能输出逐个粒子的详细信息,在很大程度上限制了对云粒子图像探测数据的深入挖掘和分析。基于解析粒子图像原始数据,对粒子图像数据进行质量控制,并根据粒子形状几何特征将粒子形状分为8类（微小、线状、聚合状、霰状、球状、板状、枝状和不规则状）。利用2018年12月—2019年3月河南省3次冬季航测获取的灰度CIP探测数据,分析云粒子形状及各形状粒子面积的统计特征,并对比基于不同形状粒子的质量-尺度关系与将所有粒子视作球形液滴计算所得的粒子水凝物含量,发现后者超过前者约1个量级。     

准噶尔盆地南缘一次强对流风暴雷达回波演变特征

利用Doppler雷达产品,结合常规观测资料对2008年7月25日中国准噶尔盆地南缘冰雹、强降水的雷达回波结构演变特征进行分析。结果表明：此次冰雹、强降水天气过程发生在西伯利亚至巴尔喀什湖冷槽东南象限的对流不稳定层结中,近低层至地面有中尺度辐合切变线。强风暴的演变可归为＂逗点—‘人’字形—螺旋形＂3个回波阶段,相应径向速度图上出现＂逆风区＂、中气旋和辐合区。冰雹的雷达回波强度中心值超过65 dBz6,0 dBz回波顶高为5.5 km,65 dBz回波顶高为3.0 km。垂直累积液态含水量由10 kg·m^-2增至70 kg·m^-2。强降水的雷达回波强度中心值达60 dBz,55 dBz回波顶高为3.7 km6,0 dBz回波顶高为2.2 km。垂直累积液态含水量由15 kg·m^-2增加至55kg·m^-2。Doppler雷达产品对冰雹、强降水天气监测预警具有指示意义。     

几种统计相似方法的适用性比较

针对前人对各种相似性度量的预报检验结果,从公式出发,分析证明了相似离度与海明距离具有相同性质,探讨了相似离度在相似预报中使用的局限性。利用2010年5月1—30日08时东亚区域850 hPa高度场96个站点资料,对几个常用相似量及作者提出的新相似量进行相似选择试验,结果表明：（1）相似离度与海明距离非常接近,选出的相似样本80%以上是相同的;（2）相似离度与相关系数差异最大,选出的相似样本70%以上是不同的;（3）新相似量与相关系数较接近,60%是相同的。相似离度与海明距离反映的是样本间＂距离＂的接近程度,相关系数和新相似量反映的是样本间的形状接近程度。