中国东北地区新生代火山活动的构造背景

中国东北地区新生代以玄武岩为主的喷发经历了60~29 Ma、25~15 Ma、＜2 Ma三期及不同喷发期之间的过渡阶段,而每一期又可以分为若干旋回。火山作用形成于不同的构造部位,沿断裂和非断裂分布的玄武岩均有存在,且与不同时期的大陆边缘构造演化相匹配。不同的构造背景下火山活动的分布也不同,且具明显的迁移性。构造环境体现为非造山大陆边缘张裂隙、上地幔上隆的陆内拉张环境、陆内非造山环境等特征。上新世晚期—更新世以来的火山活动与中国西南部地区的大陆板块间的碰撞作用没有关系。     

湖泊环境科学钻探施工技术

针对内蒙古岱涨的施工条件和湖底沉积物的类型,对湖泊环境科学钻探技术进行了讨论,从钻探取心角度,将岱海沉积物分为４种有代表性的地层;提出了每种地层中可能遇到的技术问题对使用的取心钻具的效果进行了评价,并提出了合理化改进意见,总结了湖泊钻进工艺方法;给出了简易钻探平台的拼装方式和主要钻探设备的性能;探讨了湖泊钻探的发展前景和进一步工作计划。     

Characteristics of earthquake sequences in the Kuril Islands

IntroductionEarthquakesshowanon-homogeneousdistributionontheEarth'ssurface;inmostregions,therearenoorfeweanhquakestooccur.Mosteanhquakesconcentrateinsomenarrowandlonghugeseismicbelts,forexample,thecircum-Pacificseismicbelt,Alpine-Himalnyanseismicbeltandmid-oceanridgeseismicbelt.Themid-oceanridgeseismicbelttraversesthePacific,Indian,AtlanticandArcticOceanstoformaunifiedandinterconnectedmid-oceanridgeseismicbelt;itisalsoconnectedwiththecircum-Pacific,Alpine-Himalayanseismicbelts.Therefore,t…     

基于深度学习的倾斜摄影建筑物表面损毁信息提取

建筑物受损信息是地震受灾程度评估的基础,针对传统建筑物表面信息识别人工成本高、效率低等问题,受深度学习提取建筑物影像的启发,提出利用无人机倾斜摄影模型与深度学习相结合的方法提取震后建筑物表面破损信息。以2019年长宁6.0级地震为例,选用双河镇震后倾斜摄影模型切片图为数据源,对比分析面向对象分类方法、VGG-16模型和DeeplabV3+模型对建筑物表面损毁信息的提取结果。分析结果表明,针对建筑物表面破损信息的提取,尤其是细小裂缝的提取,语义分割网络DeeplabV3+模型具有较强的优势(准确率96.93%、召回率96.85%、总体精度96.89%),可实现建筑物表面破损信息的有效提取,具有较强的应用价值。     

长时效的正压原始方程能量完全守恒(拟)谱模式

遵循误差反演补偿新计算原理,对正压原始方程传统气象全球拟谱模式方案进行了改造,构造了正压原始方程能量完全守恒全球拟增模式新计算方案,解决了正压原始方程的（非线性）计算稳定性问题和能量守恒整体性质保持问题,改进了相应正压原始方程传统气象全球拟谱模式方案的计算效能。新方案的数值试验表明：在计算实践上,新方案在解决能量守恒问题的同时,可解决（非线性）计算稳定性问题,并在一定条件下可解决非线性计算收敛性问题。进一步的比较数值试验还表明：在计算实践上,新方案具有在提高相应传统气象方案的计算精度,减少其计算量的同时,延长其计算时效,解决其中一类特定“气候漂移”问题方面的效用。本工作原理也适用于斜压原始方程情形。     

印尼海道的两度关闭与西太平洋暖池的形成和兴衰

世界海洋表层水温最高的西太平洋暖池,是全球驱动大气环流的最大热源之一,也是全球热盐环流传输带的热源。新生代晚期印尼海道的关闭是暖池得以形成的基本条件。在印尼海道区划出了对印度尼西亚穿越流起阻挡作用的5道屏障,分析了5道屏障的形成过程和年代,据此提出了印尼海道两度关闭的模式。板块运动导致印尼海道关闭,有利于暖池发展,同时也存在不利的负面影响,本区构造运动对暖池的演变具有特有的双向复合控制作用;由此出发勾勒了近1000多万年来西太平洋暖池的形成和兴衰史：11～9MaBP为原始暖池形成期,9～6MaBP为暖池演化的第一衰退期,6MaBP以来为现代暖池的孕育和发展期,其间在1～0.2MaBP穿插着暖池演化的第二衰退期。上述暖池兴衰史的演化模式,得到了暖池区ODP1143站浮游有孔虫组合所反映的古海水温跃层深度的验证。     

冲绳海槽现代张裂的地球物理特征

位于东海陆架与琉球岛弧之间的冲绳海槽为板块俯冲作用形成的弧后断陷盆地,具有独特的构造地貌特征。自中新世末以来历经了4个强烈拉张的演化时期,目前已达到张裂的高级阶段。地球物理资料显示,海槽中的现代拉张作用仍在进行,表现在海槽轴部快速沉降形成地堑槽,对称分布的张性断裂,晚更新世—全新世以来的岩浆活动,从老至新排列的磁异常务带以及高地热流、频繁的地震活动等,充分体现了冲绳海槽的现代扩张特点。     

Vibration of vertical rectangular plate in contact with water on one side

In this paper, the vibratory characteristics of a rectangular plate in contact with water on one side are studied. The elastic plate is considered to be a part of a vertical rectangular rigid wall in contact with water, the edges of which are elastically restrained and parallel to those of the rigid wall. The location and size of the plate on the rigid wall may vary arbitrarily. The water with a free surface is in a rectangular domain infinite in the length direction. The effects of free surface waves, compressibility of the water and the hydrostatic water pressure are neglected in the analysis. An analytical‐Ritz method is developed to analyse the interaction of the plate–water system. First of all, by using the method of separation of variables and the method of Fourier series expansion, the exact expression of the motion of water is derived in the form of integral equations including the dynamic deformation of the plate. Then the Rayleigh–Ritz approach is used to derive the eigenfrequency equation of the system via the variational principle of energy. By selecting beam vibrating functions as the admissible functions of the plate, the added virtual mass incremental (AVMI) matrices for plate vibration are obtained. The convergency studies are carried out. The effects of some parameters such as the depth and width of water, the support stiffnesses, location and aspect ratio of the plate and the plate–water size and density ratios on the eigenfrequencies of the plate–water system are investigated. Several numerical examples are given. The validity of AVMI factor approach is also confirmed by comparing the AVMI factor solutions with the analytical‐Ritz solutions. The results show that the approach presented here can also be used as excellent approximate solutions for rectangular plates in contact with water of infinite width and/or infinite depth. Copyright © 2000 John Wiley & Sons, Ltd.     

基于热点参考系的板块绝对运动模型

本文在最新一代板块相对运动模型(MORVEL模型)的基础上,通过最小二乘反演观测热点方向数据建立板块绝对运动模型.经过对前人用于约束板块绝对运动模型的所有热点数据与MORVEL模型的一致性作系统的统计学检验,发现存在离群数据.相应地,提出两种系统剔除离群数据的新方法:逐一剔除法和全局搜索法.结合对总残差的卡方检验和对残差频率分布的正态检验,逐步筛选最优模型,最终得到一个基于热点参考系的板块绝对运动新模型(T87模型).该模型能够合理拟合全球分布的87个热点方向数据,而模型预测的板块绝对运动速率比观测热点火山的迁移速率系统偏小,最大偏差达到4 cm·a~(-1).这样的偏差可由观测热点速率的系统误差或地幔返回流造成的热点间运动解释.不论是哪种解释成立,本文结果表明热点方向数据能够独立、有效地定义全球热点参考系.这样定义的热点参考系可方便地应用于板块绝对运动、地幔对流及真极移的研究.     

Boundary frame contribution in coupled and uncoupled steel plate shear walls

The steel plate shear wall (SPSW) system is a robust option for earthquake resistance due to the strength, stiffness, ductility and energy dissipation that it provides. Although thin infill plates are efficient for resisting lateral loads, boundary frames that are proportioned based on capacity design requirements add significant structural weight that appears to be one of the factors limiting the use of the system in practice. An alternate configuration, the SPSW with coupling (SPSW‐WC), was explored recently as an option for increasing architectural flexibility while also improving overall system economy and seismic performance. The SPSW‐WC, which extensively employs flexural boundary frame contribution, has shown promise in analytical, numerical and experimental studies, but recent research on uncoupled SPSWs suggests that boundary frame contribution should not be considered for carrying seismic design shear. As a result, in the present study, boundary frame contribution in SPSWs was explored with detailed three‐dimensional finite element models, which were validated against large‐scale SPSW‐WC tests. Six‐story systems were considered, and the study matrix included single and double uncoupled SPSWs along with coupled SPSWs that had various degrees of coupling. Variations in design methodology were also explored. The modeling framework was employed to conduct static monotonic and cyclic pushover analyses and dynamic response history analysis. These analyses demonstrate the beneficial effect of coupling in SPSWs and illustrate the need to consider boundary frame contribution in design of coupled SPSWs. In addition, sharing design shear between the infill plate and the boundary frame is more generally shown to not be detrimental if this sharing is done in the design stage based on elastic analysis and the resulting boundary frame provides adequate secondary strength and stiffness following infill plate yielding. Copyright © 2017 John Wiley & Sons, Ltd.