双尾亚科一新种（吸虫纲：半尾科）

本文报道芽腺属吸虫一新种，即矶鲈芽腺吸虫，新种LecithocladiumparapristipomatissP．nov.，虫体大小1.24～1．74×0．25～0．45mm；虫卵18～22×9～12μm。     

1999年全世界地震灾害综述

1999年全球地震活动为中等水平 ,但地震灾情较重。重大地震灾害分别发生在土耳其、中国台湾省和哥伦比亚。地震死亡人数总计 2 3 3 11人 ,伤 64 2 91人 ,经济损失约 3 0 0亿美元。台湾 7.6级地震是中国自唐山地震以来最严重的震灾。     

福建及其周边地区地震活动人工神经网络模型的构建

本文通过对福建及其周边地区地震活动人工神经网络模型的构建,研究了人工神经网络方法在基于该区域地震活动性指标的地震分析预报中的应用。选用含一个中章层的前向神经网络模型,并采用与之相适应的ＢＰ算法,以该地区１９７１～１９９７年的地震活动性资料为基础,用神经网络进行实际计算、分析和检验。结果表明：神经网络模型对福建及其周边地区地震震级的预测检验效果较好的,可以在一定精度范围内使震级预测的内符率达１００％     

牙鲆(Paralichthys olivaceus)秦皇岛弧菌感染症及其病原细菌研究

采用病原分离与鉴定、人工感染试验等方法,在对养殖牙鲆病例进行发病情况、病理变化特征检验的基础上,进行病原学检验。结果表明,此病例属于由弧菌属(VibrioPacini1854)细菌引起的败血感染症。经对12株纯培养菌(HQ010712-1—HQ010712-12)进行形态特征、理化特性等表观分类学指征的检验,选择代表菌株(HQ010712-1株)进行16S rRNA基因的测定与系统发育学分析等,判定为弧菌属的一个新种。将HQ010712-1株送中国典型培养物保藏中心(CCTCC)进行了复核鉴定与分类定名,依据分离地定名为秦皇岛弧菌(Vibrioqinhuangdaorasp.nov.);参考菌株为HQ010712-1。     

全国地震速报信息共享与服务系统

介绍了国家地震台网与各个区域台网在地震速报时所用到的信息交换与共享平台——EQIM系统,以及该系统在国家地震台网的部署,尤其是在中国地震局新的速报技术规定下EQIM系统的运行机制等。     

Re-discussion on the Jiaochang Arcuate Structure, Sichuan Province, and the Seismogenic Structure for Diexi Earthquake in 19331

The Jiaocbang arcuate structure is one of the numerous arcuate structural belts in Sichuan. The present paper gives a further argument about the characteristics of that arcuate structure and the new activity of the Songpinggou fault and affirms that the Songpinggou fault is an active fault in the Holocene epoch. The Diexi M7.5 earthquake took place in 1933 on the west wing of that arcuate structure, near the apex of the arc. Many authors have given quite different opinions about the genetic structure of that earthquake. The authors have made on-the-spot investigations time and again over recent years. Besides this, the authors have also further studied the shape of intensity contour lines, the distribution characteristics of ground surface seismic hazards, the left-lateral dislocation of buildings along the Songpinggou fault, the NWtrending ground fissures that developed on the ground surface after earthquake, and so on. On this basis, it is still considered that the seismogenic fault of the 1933 Diexi M7.5 earthquake was the Songpinggou fault on the west wing of the Jiaochang arcuate structure.     

东昆仑断裂带东段强震形势分析

围绕东昆仑断裂带强震构造背景及巴颜喀拉断块动力学环境,分析了1900年以来断块边界强震活动及强震周期性特征,探讨了东昆仑断裂带东段的强震危险性。     

汶川8.0级地震发震断层的累积地震位错研究

2008年5月12日,四川省汶川县内发生MS8.0地震。此次地震沿龙门山中央断裂产生1条长达200km的同震地表破裂带。文中选择位于地震地表破裂带北段的南坝镇、凤凰村以及南段的映秀镇这3个地点,以被断层错断的河流阶地为研究对象,对多级阶地面上的地震地表破裂及断层陡坎地貌进行了野外实测工作。经过测量数据的计算和分析,得到了各级阶地上断层陡坎的高度,该值即为该阶地记录的地震断层的累积垂直位错量。若以本次地震的垂直位错量作为古地震位错量的均值,则可计算得到每级阶地累积的地震次数。研究结果表明,各点T1阶地形成以来仅经历过1次事件,即本次地震事件;T2阶地形成以来约经历了5次事件;T3阶地形成以来约经历了9～11次事件;T4阶地形成以来约经历了20次事件。在本文研究的基础上,结合前人的阶地测年数据,则可获得古地震复发间隔的可靠数据     

爆破、矿震与地震的波谱差异

根据辽宁数字地震台网记录的爆破、矿震与地震的数字资料,采用波谱分析的方法,选取4个台站对其所在区域182个爆破、矿震与地震事件的记录,对比研究波谱特征,发现爆破、矿震与地震的纵横波拐角频率fc(P,S)及最大谱值等存在的差异。     

Approximate incremental dynamic analysis using the modal pushover analysis procedure

Incremental dynamic analysis (IDA)—a procedure developed for accurate estimation of seismic demand and capacity of structures—requires non‐linear response history analysis of the structure for an ensemble of ground motions, each scaled to many intensity levels, selected to cover the entire range of structural response—all the way from elastic behaviour to global dynamic instability. Recognizing that IDA of practical structures is computationally extremely demanding, an approximate procedure based on the modal pushover analysis procedure is developed. Presented are the IDA curves and limit state capacities for the SAC‐Los Angeles 3‐, 9‐, and 20‐storey buildings computed by the exact and approximate procedures for an ensemble of 20 ground motions. These results demonstrate that the MPA‐based approximate procedure reduces the computational effort by a factor of 30 (for the 9‐storey building), at the same time providing results to a useful degree of accuracy over the entire range of responses—all the way from elastic behaviour to global dynamic instability—provided a proper hysteretic model is selected for modal SDF systems. The accuracy of the approximate procedure does not deteriorate for 9‐ and 20‐storey buildings, although their dynamics is more complex, involving several ‘modes’ of vibration. For all three buildings, the accuracy of the MPA‐based approximate procedure is also satisfactory for estimating the structural capacities for the limit states of immediate occupancy, collapse prevention, and global dynamic instability. Copyright © 2006 John Wiley & Sons, Ltd.