江苏太仓5.1级地震震害及启示

本文对江苏太仓5.1级地震造成的灾因进行了较为客观的分析,并在此基础上,提出了相应的对策。     

陕西省的地震危险趋势估计

本文应用计算某一地震带(区)上地震复发周期的公式;T_m=m×10~(bm-a)以及灰色系统理论的动态模型对陕西地区进行了地震危险趋势估计。     

混合质量阻尼器(HMD)抗震控制研究

建筑物的倒塌是地震造成破坏的主要形式之一 ,它导致大量的人员和财产损失。不断改进建筑物的抗震设计方法是传统的抗震减灾措施。随着结构振动控制领域的不断发展 ,它为建筑抗震减灾提供了一个新的途径。根据建筑结构抗震设计“三水准”的设防准则 ,混合质量阻尼器 (HybridMassDamper ,HMD)被应用于建筑抗震减灾中 ,对于发生频度较高的低烈度地震 ,主要通过调谐质量阻尼器 (TunedMassDamper ,TMD)控制结构的振动 ;而当发生烈度较高的地震或TMD不能满足控制目标要求时 ,启动作动器施加主动控制力 ,用主动控制力驱动TMD的附加质量块 ,提供给主结构更大的控制力 ,把TMD转化为主动质量阻尼器 (ActiveMassDemper ,AMD) ,取得预期的控制效果。理论分析和仿真计算表明 ,HMD适用地震激励的范围广 ,控制效果显著     

Performance-based earthquake evaluation of a full-scale petrochemical piping system

Assessment of seismic vulnerability of industrial petrochemical and oil & gas piping systems can be performed, beyond analytical tools, through experimental testing as well. Along this line, this paper describes an experimental test campaign carried out on a full-scale piping system in order to assess its seismic behaviour. In particular, a typical industrial piping system, containing several critical components, such as elbows, a bolted flange joint and a Tee joint, was tested under different levels of realistic earthquake loading. They corresponded to serviceability and ultimate limit states for support structures as suggested by modern performance-based earthquake engineering standards. The so called hybrid simulation techniques namely, pseudo-dynamic and real time testing with dynamic substructuring, were adopted to perform seismic tests. Experimental results displayed a favourable performance of the piping system and its components; they remained below their yielding, allowable stress and allowable strain limits without any leakage even at the Near Collapse Limit State condition for the support structure. Moreover, the favourable comparison between experimental and numerical results, proved the validity of the proposed hybrid techniques alternative to shaking table tests.     

Seismic fragility analysis of a coupled tank-piping system based on artificial ground motions and surrogate modeling

The catastrophic consequences of recent NaTech events triggered by earthquakes highlighted the inadequacy of standard approaches to seismic risk assessment of chemical process plants. To date, the risk assessment of such facilities mainly relies on historical data and focuses on uncoupled process components. As a consequence, the dynamic interaction between process equipment is neglected. In response to this gap, researchers started a progressive integration of the Pacific Earthquake Engineering Research Center (PEER) Performance-Based Earthquake Engineering (PBEE) risk assessment framework. However, a few limitations still prevent a systematic implementation of this framework to chemical process plants. The most significant are: (i) the computational cost of system-level simulations accounting for coupling between process equipment; (ii) the experimental cost for component-level model validation; (iii) a reduced number of hazard-consistent site-specific ground motion records for time history analyses.In response to these challenges, this paper proposes a recently developed uncertainty quantification-based framework to perform seismic fragility assessments of chemical process plants. The framework employs three key elements: (i) a stochastic ground-motion model to supplement scarcity of real records; (ii) surrogate modeling to reduce the computational cost of system-level simulations; (iii) a component-level model validation based on cost-effective hybrid simulation tests. In order to demonstrate the potential of the framework, two fragility functions are computed for a pipe elbow of a coupled tank-piping system.     

Impact of Fly Ash from Coal-Fired Power Stations in Delhi, with Particular Reference to Metal Contamination

Indraprastha Power Station (IPP Stn) and Rajghat Power House (RPH), owned by Delhi Electric Supply Undertaking, are both coal-fired power stations located on Ring Road in New Delhi. Ash content of the coal used ranges between 38–47%. The ash is collected in electrostatic precipitators which have an efficiency of 99.3% (IPP station), and 99.7% (RPH). There are instances of major dust pollution around the power stations from fly ash dispersal. The main method of disposal of fly ash from the power stations is by mixing with water, the resultant slurry is pumped through pipes to ash disposal ponds. The supernatant from these ponds is discharged into River Yamuna. Field studies have revealed large quantities of fly ash being deposited into the river. Local populations of Eichhornia crassipes have reduced dramatically between 1987–1995, with a marked reduction in the year 1994–1995. Field studies, conducted in January, 1995 have investigated the impact of fly ash dispersal in the Delhi region with particular reference to metal contamination. Elemental concentrations for a range of elements are determined by ICP-AES in fly ash and top soils along four transects from the power stations up to a distance of 8 km. The effects of fly ash leachates from the ash settling ponds on the river are determined by analyzing river overbank soils and vegetation for their elemental contents. It is concluded that fly ash dispersal from the stacks are a source of alkali, alkaline-earth and to some extent heavy metals in soils in the vicinity of the power stations, and enrichment of elements in river overbank soils are a result of discharge of fly ash leachates from ash disposal ponds. However, the impact from both these sources of metal contamination is not large enough to give cause for concern. Marked reduction in populations of Eichhornia crassipes downstream of the river where it receives leachates from the ash disposal ponds are attributed to turbidity of the ash pond leachates and metal toxicity. Elemental enrichment in the floodplain soils, as a result of fly ash particle deposition during monsoons, may enhance the horticultural value of these soils as is shown by a healthy cultivated crop of Brassica juncea.     

Effects of soil-structure interaction on fragility and seismic risk; a case study of power plant containment

Safety-related structures are designed to provide a safe environment for the occupants and equipment during and after earthquakes. This is due to the fact that any damage imposed to the systems might lead to catastrophic consequences. Seismic probabilistic risk assessment (SPRA) is a systematic approach for the quantification of the seismic risk. One of the crucial steps in this assessment is to determine the seismic capacity of the structures by fragility method. After a review of available methodologies, this article analyzes the seismic fragility for a typical power plant containment considering the effects of soil-structure interaction (SSI). The structure and underneath soil profile are analyzed as a unified model by the subtraction method. Two steps are considered for the assessment of seismic response: In the first step, a fixed-base hypothesis framework is implemented to the computational problem. The second step covers computations taking into account the SSI effects. Using the results of seismic response analysis and safety factor method, seismic fragility of the structure is computed and related fragility curves are developed. Finally, by comparing the fragility curves, the effects of SSI are quantified on the overall seismic risk.     

新沂地震台监测环境保护区的建立与管理

新沂地震台依据《中华人民共和国防震减灾法》和中国地震局《地震及前兆数字化技术规范》,向新沂市政府提出"建立地震监测保护区"的建议,经过积极努力,征得地方政府的批准,最终成功地划定了台站监测保护区范围,并制定了保护区管理方案。     

基于GIS的地震构造信息系统

本文讨论了地震构造信息系统的建造和信息管理。系统是以GIS工具软件ARC/INFO为开发平台建造的,原始资料复盖华北地区的大部,约北纬35～41度,东经109～120度。系统包括活动断裂、破坏性地震、仪器记录地震等信息。本文深入研究了GIS做为信息管理工具的能力,探讨了GIS在地震区划图编制中可能起到的作用。系统能使地震危险分析中信息管理方式、信息管理效率和利用率有质的改进,在某种程度上减小资料利用不充分和人为任意性引起的不确定性。作为一种探索,本文进行了一系列的空间操作和分析,以研究空间特征之间的相关性,并产生新的数据集合。     

广东南部电白小良试验站4种森林群落结构的对比研究

通过对小良试验站不同类型、不同林龄的３种人工林群落（群落Ｂ：桉林;群落Ｃ：松桉混交林;群落Ｄ：阔叶混交林）与当地自然次生热带季雨林（乡土林）相比较,从群落结构的角度探讨人工恢复热带森林的可行性．结果表明：从桉林到松桉混交林到阔叶混交林,３种人工林群落的组成结构和空间结构向着复杂性和稳定性方向发展,并逐渐向地带性自然次生林方向演替;群落的相似性研究也表明,阔叶混交林是３种人工林中与乡土林最为相似．因此,对于极度退化的热带丘陵台地区,在一定工程和生物措施基础上,用先锋绿化树种造林成功后,及时用多层多种的阔叶混交林改造原有先锋林,可以加速人工林向地带性植被类型演替．