保国寺大雄宝殿抗震性能分析及加固对策探讨

通过对保国寺大殿结构振动特性现场测试,得到大殿时程分析和频谱分析,结合建筑结构、材料以及使用现状,建立有限元分析模型,并用模态分析验证该建模的真实性。结合宁波地区场地条件,通过该有限元模型在不同烈度地震作用下的反应,评定地震破坏程度。根据现场调查及模型分析结果给出保国寺大殿维护与加固建议。     

基于大数据架构的地球物理观测数据管理系统

中国地震地球物理观测网络的核心业务软件“十五”地震前兆数据管理系统已运行十多年,随着观测数据量的增长,数据库的读取和统计查询的性能逐渐降低。此外,管理系统存在SQL注入和跨站脚本攻击等漏洞的安全问题,系统架构难以满足业务发展的需求。中国地震台网中心基于分布式组件的大数据架构,使用消息中间件和时序数据库等技术对管理系统进行重构,将原来存储于Oracle数据库中的地球物理观测数据、基础信息、产品数据等按照各自特点在时序数据库中建表,并将历史数据和增量数据都迁移到新的时序数据库,显著提升了系统读写和统计性能、数据的安全性和可用性(多副本技术)。分布式和容器化等技术的引入,增强了系统的高可用性,并可通过横向扩展进一步增加系统的处理能力。     

定点形变站网运行管理与产品服务平台设计与实现

定点形变站网以地壳形变作为观测对象,通过连续观测地壳水平变形和垂直变形,获取地壳应力应变的时变信息,为地震中短期和短临预测提供基础数据。在地震台站改革新形势下,为进一步提升定点形变站网产品产出自动化水平和定点形变产品在地震行业中的应用,2023年,中国地震台网中心联合湖北省地震局建立了基于B-S架构的定点形变站网运行管理与产品服务平台,该平台是定点形变观测的综合性业务平台,集成了原有的多个系统功能,实现了统一的在线数据处理、质量评估、产品发布及对外服务功能。平台部署至今,已逐步发挥成效,推动提升了站网运行管理规范化、信息化水平及产出服务能力。     

Palynofacies classification of submarine fan depositional environments: Outcrop examples from the Marnoso-Arenacea Formation,Italy

Basin floor fans contain some of the largest deep-water hydrocarbon accumulations discovered, however they also demonstrate extremely complex stratigraphic architecture, understanding of which is crucial for maximum recovery. Here we develop a new method, based upon palynofacies analysis, for the distinction of the different depositional environments that are commonly associated with basin floor fans. Previous studies and our sedimentological analysis allow good confidence in the discrimination of the different depositional environments of the outcropping Marnoso-Arenacea Formation fan system. One hundred and thirty-five samples were collected from mudstones in conjunction with sedimentary logging of 871 m of outcrops. Six lithofacies associations are described and interpreted to represent lobe axis, lobe fringe, fan fringe, contained interlobe, basin plain, and starved high depositional sub-environments. Palynofacies of these elements demonstrate turbidites to be rich in terrestrial organic matter, with sixteen categories of matter recognised. The abundances and proportions of particles varies between sub-environments, with lobe axis deposits containing the largest, densest particles, with a transition to ever smaller and lighter particles moving toward the basin plain. Fuzzy C-means statistical analysis was used to explore this trend. Distribution of organic matter is not random, but is dominated by hydrodynamic sorting and sequential fall-out of particles as turbidity currents passed across the basin. This allows a palynofacies classification scheme to be constructed to assist the identification of depositional environments of submarine fans, which may be combined with subsurface data to assist reservoir characterisation.     

Examining fault architecture and strain distribution using geospatial and geomechanical modelling: An example from the Qaidam basin,NE Tibet

The investigation of complex geological setting is still dominated by traditional geo-data collection and analytical techniques, e.g., stratigraphic logging, dip data measurements, structural ground mapping, seismic interpretation, balance section restoration, forward modelling, etc. Despite the advantages of improving our understanding in structural geometry and fault architecture, the geospatial modelling, applying computer-aided three-dimensional geometric design, visualization and interpretation, has rarely been applied to such complex geological setting. This study used the Lenghu fold-and-thrust belt (in Qaidam basin, NE Tibetan Plateau) to demonstrate that the application of geospatial and geomechanical modelling could improve our understanding and provide an effective technique for investigating the fault architecture and strain distribution. The three-dimensional configuration of the Lenghu fold-and-thrust belt was initially derived from traditional analysis techniques, such as regional stratigraphic logging, cross section construction, meso-scale ground mapping and landsat image interpretation. The high-resolution field data and landsat image were integrated to construct the geospatial model, which was subsequently used to quantitatively investigate the fault throw changes along the Lenghu thrust fault zone and to understand its control on the lateral structural variation. The geospatial model was then restored in three dimensions to reveal the kinematic evolution of the Lenghu fold-and-thrust belt. Geomechanical modelling, using a Mass-Spring algorithm, provided an effective three-dimensional tool for structural strain analysis, which was used to predict the strain distribution throughout the overall structure, e.g., normal faults with throws ranging from meters to tens of meters in the hanging-wall. The strain distribution predicted by geomechanical modelling was then validated by the natural normal faults in the hanging-wall. The high accordance between the strain prediction and statistics of natural normal faults demonstrates good applicability of geospatial and geomechanical modelling in the complex geological setting of the Lenghu fold-and-thrust belt. The geospatial models and geomechanical models, therefore, can provide a robust technique for analyzing and interpreting multi-source data within a three-dimensional environment. We anticipate that the application of three-dimensional geospatial modelling and geomechanical modelling, integrating both multi-source geologic data and three-dimensional analytical techniques, can provide an effective workflow for investigating the fault architecture and strain distribution at different scales (e.g., ranging from regional-to meso-scale).     

Investigation on the Effect of Geometrical and Geotechnical Parameters on Elongated Offshore Piles Using Fuzzy Inference Systems

Among numerous offshore structures used in oil extraction, jacket platforms are still the most favorable ones in shallow waters. In such structures, log piles are used to pin the substructure of the platform to the seabed. The pile’s geometrical and geotechnical properties are considered as the main parameters in designing these structures. In this study, ANSYS was used as the FE modeling software to study the geometrical and geotechnical properties of the offshore piles and their effects on supporting jacket platforms. For this purpose, the FE analysis has been done to provide the preliminary data for the fuzzy-logic post-process. The resulting data were implemented to create Fuzzy Inference System (FIS) classifications. The resultant data of the sensitivity analysis suggested that the orientation degree is the main factor in the pile’s geometrical behavior because piles which had the optimal operational degree of about 5° are more sustained. Finally, the results showed that the related fuzzified data supported the FE model and provided an insight for extended offshore pile designs.     

固定式海洋平台结构风险设计方法综述

海洋平台的结构设计中主要考虑海洋环境和工作荷载作用,但近年来事故荷载的影响日益引起设计者关注。在此背景下,以固定式导管架平台结构为目标,综述当前针对事故荷载的风险设计方法的应用现状。首先论述在事故极限状态设计中应用风险分析的必要性;随后综述通用规范,如NORSOK、DNV、API等规范系列中对风险分析方法的使用现状,包括风险决策的不同层次、安全标准的各类形式,重在分析各类规范相关规定的异同,探讨各类方法的适用性;最后结合我国现状,论述若针对事故荷载编制基于风险方法的设计规范,目前尚存的问题,以及解决途径。     

2008年汶川MS8.0地震反应谱平台值衰减特性研究

2008年汶川M_S8.0地震获得了大量的强震动记录, 为研究反应谱特征参数衰减特性提供了重要的基础资料. 本文对已知场地条件的174个台站的记录进行研究, 计算其加速度反应谱并按照最小二乘分段拟合方法进行标定, 进而拟合了反应谱平台值的衰减关系;对比分析了水平方向与竖直方向反应谱平台值的衰减特性, 提出用“平台值的场地衰减影响系数”来定量研究不同场地类型对反应谱平台值的影响, 用“衰减曲线下降速率”来定量分析不同衰减曲线的衰减速率. 通过计算得出水平向Ⅰ, Ⅱ, Ⅲ类场地的平台值场地衰减影响系数平均值分别为0.5358, 1和1.579, 且Ⅲ类场地的加速度平台值衰减曲线的衰减速率最小.      

Granitic coastal geomorphology: applying integrated terrestrial and bathymetric LiDAR with multibeam sonar to examine coastal landscape evolution

Coasts composed of resistant lithologies such as granite are generally highly resistant to erosion. They tend to evolve over multiple sea level cycles with highstands acting to remove subaerially weathered material. This often results in a landscape dominated by plunging cliffs with shore platforms rarely occurring. The long‐term evolution of these landforms means that throughout the Quaternary these coasts have been variably exposed to different sea level elevations which means erosion may have been concentrated at different elevations from today. Investigations of the submarine landscape of granitic coasts have however been hindered by an inability to accurately image the nearshore morphology. Only with the advent of multibeam sonar and aerial laser surveying can topographic data now be seamlessly collected from above and below sea level. This study tests the utility of these techniques and finds that very accurate measurements can be made of the nearshore thereby allowing researchers to study the submarine profile with the same accuracy as the subaerial profile. From a combination of terrestrial and marine LiDAR data with multibeam sonar data, it is found that the morphology of granite domes is virtually unaffected by erosion at sea level. It appears that evolution of these landscapes on the coast is a very slow process with modern sea level acting only to remove subaerially weathered debris. The size and orientation of the joints determines the erosional potential of the granite. Where joints are densely spaced (<2 m apart) or the bedrock is highly weathered can semi‐horizontal surfaces form. Copyright © 2014 John Wiley & Sons, Ltd.     

地磁台网高压直流输电判别处理系统设计

介绍地磁高压直流输电干扰自动判断处理系统的主要功能、架构设计和运行流程,并对其核心功能的实现过程进行描述。本系统为全国地磁观测人员处理高压直流输电干扰提供具体时间、幅度参考标准,有利于地磁预处理数据质量的提高。