大跨度钢管混凝土拱桥抗震性能指标研究

高轴压比钢管混凝土墩柱的试验结果对钢管混凝土拱肋具有较大的借鉴意义。为明确大跨度钢管混凝土拱桥的抗震性能指标,研究了高轴比钢管混凝土构件的破坏过程及延性性能。以弯矩作为性能指标将高轴压比钢管混凝土构件的试验破坏过程分为轻微损伤、有限损伤与严重损伤3个阶段,结合钢管混凝土截面性能状态的数值分析,探讨了高轴压比钢管混凝土构件的破坏机理。结果表明:高轴压比钢管混凝土构件具有一定的可用延性;提出了以计算等效屈服弯矩作为抗震性能指标,适当利用延性和实现钢管混凝土拱桥的有限损伤抗震设计,并给出了与有限损伤相关的截面性能状态及参数。研究成果弥补了规范在此方面的不足,可供高烈度地震区大跨度钢管混凝土拱桥抗震设计时参考。     

基于手机位置数据的地震灾情指标选择

选取四川阿坝州九寨沟县MS7.0地震、新疆博尔塔拉州精河县MS6.6地震、四川广元市青川县MS5.4地震作为案例分析,绘制活跃Wi Fi数量、无线网络联网设备数量、汇总在线设备数量、活跃基站数量等4种地震灾情指标在地震发生前后数量变化的折线图。根据与地震前1天变化情况的对比分析,验证地震灾情指标的可用性,选取出效果好的指标,这对进一步研究震后快速获取极震区位置、影响场方向等具有重要意义。     

Seismic responses of postyield hardening single–degree-of-freedom systems incorporating high-strength elastic material

It is widely accepted that ductility design improves the seismic capacity of structures worldwide. Nevertheless, inelastic deformation allows serious damage to occur in structures. Previous studies have shown that a certain level of postyield stiffness may reduce both the peak displacement and residual deformation of a structure. In recent years, several high-strength elastic materials, such as fiber-reinforced polymer (FRP) and high-strength steel bars, have been developed. Application of these materials can easily provide a structure with a much higher and more stable postyield stiffness. Many materials, members, and structures that incorporate both high-strength elastic materials and conventional materials show significant postyield hardening (PYH) behaviors. The significant postyield stiffness of PYH structures can help effectively reduce both peak and residual deformations, providing a choice when designing resilient structures. However, the findings of previous studies of structures with elastic-perfectly plastic (EPP) behavior or small postyield stiffness may not be accurate for PYH structures. The postyield stiffness of a structure must be considered an important primary structural parameter, in addition to initial stiffness, yielding strength, and ductility. In this paper, extensive time history and statistical analyses are carried out for PYH single–degree-of-freedom (SDOF) systems. The mean values and coefficients of variation of the peak displacement and residual deformation are obtained and discussed. A new R-μ_p-T-α relationship and damage index for PYH structures are proposed. A theoretical model for the calculation of residual deformation is also established. These models provide a basis for developing the appropriate seismic design and performance evaluation procedures for PYH structures.     

基于振动台试验的移动通信节点机房蓄电池组地震易损性分析

关键移动通信设备的地震易损性是城市移动通信系统地震灾害预测的基础。本文以移动通信系统节点机房中常用的蓄电池组作为研究对象,通过振动台试验来研究蓄电池组的抗震性能,并获得其地震易损性。试验过程中,首先采用FEMA P695建议的方法从美国PEER强震数据库中遴选出对蓄电池组较为危险的地震动记录作为试验激励,随后逐步增大各条地震动记录的幅值,基于振动台进行增量动力分析。试验后根据蓄电池组的地震损伤特征,定义了其损伤指标和损伤水平,并基于振动台试验数据分析获得了典型蓄电池组的地震易损性曲线。     

机械连接预应力实心方桩承台节点抗震性能试验研究

预应力管桩在高烈度抗震设防地区已禁用,而普通钢筋混凝土方桩成本较高。首先针对卡扣式机械连接预应力混凝土实心方桩、PHC管桩和普通钢筋混凝土方桩与承台处的节点进行拟静力试验,并利用试验数据针对Park-Ang损伤模型进行了修正,进行了损伤指数分析。研究结果表明:预应力方桩比普通钢筋混凝土方桩的抗裂性能明显好,而预应力混凝土实心方桩承台节点耗能能力和延性低于预应力管桩和普通钢筋混凝土方桩;截桩施工导致桩端部损失部分预应力,相比较未截桩试件屈服荷载和极限荷载均减小,节点裂缝开展较早,损伤较未截桩试件严重;增配普通钢筋试件的滞回曲线比较饱满,水平承载能力和位移延性得到提升,节点抗震性能得到提升与改善;预应力混凝土实心方桩损伤前期较小,而一旦发生损伤后,损伤指数发展较快。     

Evaluation of the potential risks of heavy metal contamination in rice paddy soils around an abandoned Hg mine area in Southwest China

To assess the potential ecological and health risks of trace elements(Hg,Cd,As,Mn,Sb,Pb,Cu,Ni,Cr,and Zn),a total of 138 soil samples from rice paddies were collected during the rice harvest season in the Wanshan mining area,Guizhou Province,Southwest China.Factors of the pollution load index(PLI),geo-accumulation index(I-Geo),enrichment factor(EF),and risk index(RI)were determined.High concentrations of Hg,Sb,As,Zn,Cd,Cu,and Mn were observed in the soils.The PLI,I-Geo,and EF results all showed high levels of contamination by Hg and Sb and moderate levels of contamination by As,Pb,Zn,Cu,Cd,and Mn.There was no significant contamination from Ni and Cr.The RI was very high,with Hg as the dominant pollutant,as expected,indicating that the historical large-scale Hg mining,as well as artisanal mining,has had a significant impact on the Wanshan area.Moreover,coal combustion,manganese factories,and the use of agrochemicals by the local population could also have an impact on the soil through the introduction of heavy metal loads.To address the current state of contamination,pollutant remediation and the regulation control of the anthropogenic activities in Wanshan are urgently needed.     

安徽太平湖浮游植物群落结构

安徽太平湖已被列入国家第二批生态环境保护专项.于2012年11月到2014年10月对太平湖浮游植物进行调查,共鉴定出浮游植物109属150种.其中绿藻门最多,共计46属80种,占总种数的53.33%.黄藻门未在镜检中出现,团藻在3个样品中出现;浮游植物丰度平均值为212.81×10~4cells/L,生物量平均值为1.04 mg/L.Shannon-Wiener多样性指数和Pielou均匀度指数平均值分别为2.17和0.61.优势种共4门17种,其中O-寡污带指示藻1种,P-多污带指示藻4种,其余12种藻类均为β-中污带指示藻,啮蚀隐藻(Cryptomonas erosa)和尖尾蓝隐藻(Chroomonas acuta)未成为优势种,太平湖优势门类为硅藻和蓝藻;2013和2014年变化表明,太平湖浮游植物群落结构有变化但变幅不大,浮游植物群落结构处于比较稳定的状态;浮游植物聚类分析表明,夏、秋季太平湖浮游植物群落结构相似,H1、H2和H3采样点浮游植物群落结构相似,H4和H5采样点浮游植物群落结构相似;相关性分析表明,丰度、生物量与水温呈极显著正相关,丰度、生物量与透明度呈极显著负相关,水质指标的变化会直接影响到浮游植物的变动,并伴随太平湖水库生态系统的相关复杂变化和生态学过程.     

鄱阳湖湖口地区4500年来环境变迁

本文描述了一秋龄性腺成熟中华绒螯蟹（简称河蟹）的外部特征并与一秋龄未成熟及二秋龄成熟河蟹进行比较,同时给出了体重与壳宽的回归方程,保安湖的研究结果表明,对于一秋龄雌蟹,体重大于２９．８ｇ全部成熟,而体重小于１３．１ｇ均不成熟,,体重在１３．１￣２９．８ｇ之间,既有成熟又有未成熟,对于一秋龄雄蟹,体重大于２６．０ｇ,全部成熟,而于１２．０ｇ均未成熟,体重在１２．０－２６．０ｇ之间,既有成熟者又有未成     

基于GOODALL相近指数的遥感图像和其它空间数据综合分类方法

介绍ＤａｖｉｄＷ．Ｇｏｏｄａｌｌ基于概率的相近指数理论,研究它被应用在遥感图像和其它空间数据综合分类中的可能性,并首次在ＧＲＡＳＳ环境下实现了基于ＤａｖｉｄＷ．Ｇｏｏｄａｌｌ的相近指数的遥感图像和其它空间数据综合分类算法,并对该算法进行了测试,将分类结果 与其它几种较流行的分类方法结果进行了比较。     

1971-2010年三江源地区干湿状况变化的空间特征

 依据1971-2010年地面观测气象数据,计算了三江源地区湿润指数。利用经验正交函数分解（EOF）和偏相关系数,对近40 a三江源地区干湿状况变化的时空特征及其影响因素进行了分析。结果表明:三江源地区干湿状况的变化在其北部与南部、东部与西部间存在明显反相位变化特征。北部和东部的部分区域分别在20世纪90年代和21世纪后表现出气候湿润化趋势,其余大部地区的持续干旱化趋势始于20世纪80年代初,其中南部与西部变干趋势显著,其湿润指数线性趋势率达到-8%/10 a。虽然三江源地区干湿状况主要决定于降水量和相对湿度的变化,但20世纪90年代中期后气温的显著上升,使得气温也成为关键的影响因子之一,即使在降水明显增加的背景下,也引起三江源主体区域湿润指数的明显下降。气候变暖情景下,北部和东部地区在近十几年暖湿化趋势明显,其余大部地区表现为不同程度的暖干化趋势。