南京地震台(高淳基地)雷击灾害成因分析

南京高淳地电观测系统自建成以来,每年雷雨季节观测系统遭受多次雷击,2010年9月10日雷击损毁仪器,中断观测返厂家维修.研究地电观测雷击灾害成因,并采取有效应对措施,最大程度的提高数据连续率.     

广东潮安四望坪铜矿区断裂控矿特征

广东潮安四望坪铜矿以岩浆期后热液交代充填成矿为特征,在其三位一体（岩浆岩、断裂/层间滑动破碎带、围岩）的控矿组合中,以流纹斑岩、晶屑凝灰岩的层间滑动破碎带为最佳。本文从矿区资料的综合研究入手,深入剖析了岩浆岩、断裂、围岩圈闭条件与矿体规模、富集程度的关系;旨在通过对矿区地质环境与矿床成因的深入分析,建立火山期后热液矿床的断裂控矿模式,为粤东火山岩地区该类矿床的发现提供理论上的启示。     

人工地震测深和天然地震流动观测兼用的轻便数字地震仪系统

本文介绍一种新的轻便数字地震仪ＤＡＳ－１。其设计特点是：双微处理器硬件结构;过采样ＡＤ转换技术的运用;线性相位和最小相位ＦＩＲ数字滤波的运用;大容量ＣＭＯＳ快闪存贮器作数据存储介质;ＧＰＳ授时和内部高精度数字钟相结合的时间服务系统;采集器功耗低于０．６５Ｗ。该仪器有３个信号输入通道,０￣４０Ｈｚ的带宽和１６位字长。它可方便地用于人工地震测深及天然地震流动观测。     

核爆炸与地震识别研究进展

综述了近年来核爆炸与天然地震识别研究的进展, 揭示了从频谱比、震级比到综合因素的概率方法的发展过程, 特别指出小当量核爆炸识别的重要性. 文章借助量子场论和相变理论分析讨论了地震波波长与动量的关系. 同时, 根据地壳介质的复杂性, 指出地震波传播过程中由于介质的非线性与弥散的联合作用, 导致产生孤波的可能性.     

公共财政应急支持体系构建——以云南大姚地震为例

通过对2003年云南大姚地震中财政应急支持过程的回顾,分析了财政应对地震类突发事件中存在的一系列问题,并结合当前财政应急支持的现状,参照日本灾害救助的经验,提出了完善我国财政应急支持体系的对策建议.     

肺亚实性结节CT图像定量变化对浸润的判断

目的：定量评估肺亚实性结节（SSN）内非实性成分从基线到随访CT扫描之间的变化,以鉴别诊断有浸润表现的SSN,即微浸润性腺癌（MIA）和浸润性腺癌（IAC）。材料与方法：回顾性纳入有基线和复查CT,并有组织学结果的SSN。测量指标为SSN整体最大直径,非实性成分CT值均值、最大CT值、最小CT值和CT值标准差。以时间为因变量,用线性回归评估SSN测量值从基线到复查扫描的进展。采用受检者工作特征曲线（ROC）和曲线下面积（AUC）评价测量值年化改变对有浸润表现SSN的诊断能力。结果：71名患者（男32,女39）中纳入78个SSN,其中良性19个,原位腺癌10个,微浸润腺癌36个,浸润腺癌13个。所有SSN分类的直径均与时间呈显著正相关（P<0.05）。有浸润表现SSN的非实性成分CT值标准差与时间显著正相关（P=0.037）。良性和原位腺癌中,所有4个CT值指标与时间无相关性（P>0.05）。ROC分析提示CT值标准差年化改变可以明显诊断有浸润表现的SSN（P=0.014）,诊断敏感性、特异性和AUC分别为68.7％,77.8％和0.747。结论：在SSN的复查过程中,良性、原位腺癌、MIA和IAC的直径都有增加,评估CT值标准差的变化能够鉴别诊断有浸润表现的SSN（MIA和IAC）。     

Pyrite morphology and episodic euxinia of the Ediacaran Doushantuo Formation in South China

The Ediacaran Doushantuo Formation with well-preserved fossil record in South China provides a rare window for our understanding of biological evolution,global carbon cycle,and oceanic redox states.Prominent negativeδ~(13)C anomalies(i.e.,the Shuram excursion)in Ediacaran successions worldwide fundamentally challenge the traditional models of isotopic mass balance.Additionally,conflicting opinions of both oxic and anoxic conditions have been proposed for the deep waters during this period.Here,we present a detailed study of pyrite morphology and carbonate carbon isotope data documented from drill core samples at Songtao County,northeastern Guizhou.Framboid aggregates are the dominant pyrite form in black shale and they can transfer to euhedral crystals through continuous growth of the constituent microcrystals.A positive correlation between microcrystal sizes(d)and framboid diameters(D)is observed,while the different D/d ratios of framboids in argillaceous dolostone and black shale reflect different substrate availability.Electron microprobe analyses reveal no consistent compositional patterns between framboidal and euhedral pyrites.Framboid size distributions of the investigated drill core,in combination with previously published redox data from the intra-shelf Jiulongwan section,shelf margin Zhongling section,and lower slope Wuhe section,suggest that three episodes of marine euxinia have been established throughout the deposition of the Doushantuo Formation.The time lag between the uppermost euxinic interval and the Shuram excursion may arise from the depression of sulfate reduction maintained by other oxidants.     

Performance of masonry enclosure walls: lessons learned from recent earthquakes

This paper discusses the issue of performance requirements and construction criteria for masonry enclosure and infill walls.Vertical building enclosures in European countries are very often constituted by non-load-bearing masonry walls, using horizontally perforated clay bricks.These walls are generally supported and confined by a reinforced concrete frame structure of columns and beams/slabs.Since these walls are commonly considered to be nonstructural elements and their influence on the structural response is ignored,their consideration in the design of structures as well as their connection to the adjacent structural elements is frequently negligent or insufficiently detailed.As a consequence,nonstructural elements,as for wall enclosures,are relatively sensitive to drift and acceleration demands when buildings are subjected to seismic actions. Many international standards and technical documents stress the need for design acceptability criteria for nonstructural elements,however they do not specifically indicate how to prevent collapse and severe cracking,and how to enhance the overall stability in the case of moderate to high seismic loading.Furthermore,a review of appropriate measures to improve enclosure wall performance and both in-plane and out-of-plane integrity under seismic actions is addressed.