福州市夏季电力气象等级预测模型初探   总被引：2，自引：1，他引：2  

林小红夏丽花  黄美金吴昌叨 《气象科技》2006,34(6):774-777

对福州市1999~2002年5~9月日电力负荷与日平均气温、日最高气温、日最低气温、日平均相对湿度和天气状况进行分析,发现气象要素的变化会直接影响到电力负荷的调整。从逐日电力负荷资料中提取气象要素引起电力负荷变化的部分即气象负荷,通过计算气象电力负荷与气象要素之间一系列相关指标,并利用回归分析方法建立福州市夏季气象电力负荷预测模型,利用气象要素预报,可实现对气象电力负荷的预测。预测结果通过检验、分析和判定,最后确定了气象电力负荷等级划分的标准。对2003~2005年福州市夏季逐日气象电力负荷等级进行回代检验,结果表明该预测模型有较好的预报能力。  相似文献   

A Modified approach for calculating dynamic shear modulus of stiff specimens by resonant column tests   总被引：1，自引：0，他引：1  

袁晓铭  孙静  孙锐 《地震工程与工程振动(英文版)》2006,5(1):143-150

1 Introduction Study of the shear modulus to represent the static and dynamic properties of geotechnical materials is a basic topic in the geotechnical engineering and many researchers (Hardin and Black, 1966; Zhang and Li, 2003; Richard and Richard, 1988; Yuan et al, 2000; Soo et al, 1995) have investigated this phenomenon. The resonant column device provides a powerful tool for testing the shear modulus and damping ratio of the soil-like materials. In 1984, the ?rst resonant column device…  相似文献   

Robust multivariate procedures applied to the interpretation of atypical individuals of a Cretaceous foraminifer     

N.A. Campbell  R.A. Reyment 《Cretaceous Research》1980,1(3):207-221

Robust multivariate statistical methods are applied to samples of the Cretaceous bolivinid foraminifer Afrobolivina afra, in which individuals from microspheric and megalospheric generations dominate, but which also contain some pseudo-megalospheric specimens. Pseudo-megalospheric tests may cause values which are atypical in the statistical sense but which are fully normal biologically. Other atypical values derive from crushed specimens, microspheric individuals and unusual normal megalospheres with exceptionally wide shells and pointed last chambers. A wrongly punched specimen was also found by the procedure. The method employed here consists of plotting the generalized statistical distances calculated from robust estimates of means and of covariances against the quantiles of a Gaussian distribution; the presence of an atypical observation(s) is readily exposed by its departure from the main trend of the plot.  相似文献   

Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading     

C. di Prisco  M. Stupazzini  C. Zambelli 《国际地质力学数值与分析法杂志》2007,31(6):757-788

The paper mainly concerns the mechanical response of 2D dry dense sand specimens under shock loading. The problem is numerically analysed by means of a SEM dynamic code, within which an already conceived non‐local viscoplastic constitutive model characterized by a non‐associated flow rule and by an anisotropic strain hardening has been implemented. In particular the strain localization and time dependency of the material mechanical response are taken into consideration. Both rapid/static loading and dynamic histories are numerically simulated. In the first case, the time dependency of the material mechanical response can be captured by neglecting inertial effects, while in the second one the two factors are superimposed and the propagation of the stress waves within the specimen is discussed. The interest of these analyses derives from the fact that the diffusion phenomenon takes place within a specimen already localized. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

细砂填料改良技术的试验研究   总被引：1，自引：0，他引：1  

范云  汪英珍 《岩土力学》2003,24(6):965-968

秦-沈客运专线某标段的路基填料由洁净、均匀而级配不良的细砂组成,为满足《秦-沈线铁路路基施工技术细则》[1]的质量要求,施工单位在对该填料进行大量的改良对比试验基础上,探索出了经济合理的细砂改良技术方案,按此配方及施工工艺完成了数百万方的路基施工填筑任务,为细砂改良积累了大量的技术数据和宝贵经验。通过对细砂填料改良的试验研究,发现了文献[1]的某些规定和检测指标尚须进一步商榷和改进。笔者从理论和实践上对匀粒细砂改良的必要性、文献[1]双指标控制标准等问题提出了质疑,揭示和阐述了匀粒细砂K30值偏小的内在原因和填料强度随填筑深度的变化规律。  相似文献   

Model‐based multi‐metric control of uniaxial shake tables          下载免费PDF全文

Brian M. Phillips  Nicholas E. Wierschem  B. F. Spencer Jr. 《地震工程与结构动力学》2014,43(5):681-699

Shake tables provide a direct means by which to evaluate structural performance under earthquake excitation. Because the entire structure is mounted on the base plate and subjected to the ground motion in real time, dynamic effects and rate‐dependent behavior can be accurately represented. Shake table control is not straightforward as the desired signal is an acceleration record, while most actuators operate in displacement feedback for stability. At the same time, the payload is typically large relative to the capacity of the actuator, leading to pronounced control‐structure interaction. Through this interaction, the dynamics of the specimen influence the dynamics of the shake table, which can be problematic when specimens change behavior because of damage or other nonlinearities. Moreover, shake tables are themselves inherently nonlinear, making it difficult to accurately recreate a desired acceleration record over a broad range of amplitudes and frequencies. A model‐based multi‐metric shake table control strategy is proposed to improve tracking of the desired acceleration of a uniaxial shake table, remaining robust to nonlinearities including changes in specimen condition. The proposed strategy is verified for the shake table testing of both linear and nonlinear structures. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

泥石流堆积物中细颗粒含量与渗透系数关系试验研究     

杨进兵  陈兴长  汪惠  田小平  贾利蓉 《岩土力学》2016,37(11):3184-3190

泥石流拦砂坝通常建造在沟床堆积物上。泥石流堆积物的渗透性是影响坝底扬压力的关键因素。目前关于土体渗透性的研究主要集中于无黏性粗粒土,对泥石流堆积物这种宽级配土体渗透性的研究比较缺乏。选择北川县泥石流沟床堆积物作为试验材料,通过渗透试验,确定了影响宽级配土渗透性的细颗粒上限粒径;在此基础上,通过试验研究了细颗粒含量与渗透系数的关系。结果表明,泥石流堆积物中粗颗粒仅起骨架作用,细颗粒才是决定其渗透性能的关键;显著影响宽级配土渗透性的细颗粒上限粒径为0.1 mm;细颗粒（<0.1 mm）含量与渗透系数呈负指数关系,并且当细颗粒含量超过20%以后,泥石流堆积土的渗透性趋于稳定。  相似文献   

高通量深海海水原位采样及分级过滤系统     

陈永华  于非  李晓龙  宋凯  刘庆奎  李培海  姜静波  倪佐涛  徐永平  涂登志 《海洋与湖沼》2017,48(6):1465-1470

深海悬浮颗粒物((含浮游微生物)的研究具有重要意义,但深海大洋中多数海域悬浮物的丰度很低,其研究需要较多水样(一次过滤水样超过200L,甚至达到1000L以上),传统方法用采水器采水后甲板过滤费时费力。基于此,本文研制了一种高通量深海海水采样及分级过滤装置,装置包括总成深海泵、过滤装置、数据采集与控制装置,以及支撑架体、供电部件、连接机构和流量计等辅助部件。过滤装置分三级过滤(分别放置0.22、1和5μm孔径的滤膜,并可根据需要更换组合),控制装置采用深度触发和时间触发两种工作模式,并可配套安装CTD、荧光计等海洋环境参数测量设备。针对调查站点,将若干套(如3套)高通量深海海水采样及分级过滤系统分一定间隔悬挂于深海绞车缆线上,可以同步进行相应水层的海水原位过滤,从而形成多水层同步高通量原位多级过滤,以获取浮游微生物等悬浮颗粒物样品。该原位取样系统具有多层同步高通量过滤和分级采样的特点,现已被应用于海洋科考航次中,为深海悬浮颗粒物(含浮游微生物等)的研究提供了一种简约高效的样品获取方法。  相似文献   

注浆材料和预制裂纹缺陷角度对类岩石试件单轴抗压强度及破坏模式的影响     

乐慧琳  孙少锐 《岩土力学》2018,39(Z1):211-219

选用环氧树脂和纯水泥浆作为注浆材料,对含不同角度和不同注浆材料裂隙试样进行单轴压缩试验。试验结果表明,注浆材料和裂纹缺陷角度对类岩石试件单轴抗压强度及破坏模式具有重要影响;环氧树脂加固效果优于纯水泥浆,环氧树脂可以有效地消除预制裂纹尖端的应力集中;在裂纹缺陷角度很小( <30°)和角度很大( =90°)的情况下无论裂隙是注环氧树脂还是纯水泥浆,注浆效果都不明显,当 =60°时两种注浆材料的加固效果都很好。提出滑动裂纹模型,对注浆裂隙进行力学分析发现,含注浆裂隙试样的抗压强度随着注浆材料和完整材料胶结面摩擦系数和黏聚力的增大而增大,不同注浆材料和完整材料胶结面的摩擦系数和黏聚力不同,解释了为什么不同的注浆材料对注浆试样强度提升作用不同。研究成果为分析工程中注浆材料和裂纹缺陷角度对岩体强度的影响提供了一定的理论基础。  相似文献