Analysis on rupture feature of a great complicated earthquake in Kamchatka

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Development of peer‐to‐peer (P2P) internet online hybrid test system

A new Internet online hybrid test system, designated the ‘peer‐to‐peer (P2P) Internet online hybrid test system’, is proposed. In the system, the simulated structure is divided into multiple substructures, and each substructure is analysed numerically or tested physically in parallel at geographically distributed locations. The equations of motion are not formulated for the entire structure but for each substructure separately. Substructures are treated as highly independent systems, and only standard I/O, i.e. displacements and forces at the boundaries, are used as interfaces. A ‘Coordinator’ equipped with an iterative algorithm based on quasi‐Newton iterations is developed to achieve compatibility and equilibrium at boundaries. A test procedure, featuring two rounds of quasi‐Newton iterations and using assumed elastic stiffness, is adopted to avoid iteration for the substructure being tested physically. A fast and stable solution using a socket mechanism is developed for data exchange over the Internet. Demonstration tests applied to a base‐isolated structure was conducted, and the results are compared with an online hybrid test using the conventional test method. The results obtained from the P2P Internet hybrid test match very closely those obtained from the conventional tests. Investigations are also carried out on time consumption and control accuracy. The results show that the Internet data exchange solution using the socket mechanism is fast, and tests were completed successfully under the constructed Internet online hybrid test environment. Copyright © 2006 John Wiley & Sons, Ltd.     

北极海冰与ENSO事件在准四年时间尺度上的可能联系

分析了北极海冰的变化规律及其与ENSO循环在准四年时间尺度上的可能联系.结果表明(59.5～179.5°E,60.5～89.5.N)的高纬海域范围内(包括喀拉海、拉普捷夫海及东西伯利亚海,简称为A区)的北极海冰变化以9月份变率最大并具有准四年周期,在这个周期段上A区极冰与Nino 3区的海温变化有明显的位相差.当Nino 3区SST滞后海冰约16个月时,两者达到最大负相关.A区的9月海冰面积指数和SST的时滞相关系数分布表明,次年4月开始在赤道东太平洋区域出现一显著负相关区,次两年的2月负相关达到最大,之后减弱消失.这表明9月A区海冰面积偏小,则次年春季以后出现E1 Nin0现象.海冰与环流相关分析表明,其相互影响机制可能是由于少冰年的弱冷源效应,使得该地区上空气旋环流发展,并通过中高纬相互作用促进北太平洋西北部及东亚沿岸距平气旋式环流的发展,有利于赤道异常西风形成从而触发和维持El Nino事件的产生和发展.     

地下水流二维、准三维及三维模型模拟结果比较

本文为三种简单的由多个含水层和弱透水层组成的越流含水系统建立了二维、准三维和三维数学模型,并对它们的解进行了比较分析。三种水流系统的二维、准三维及三维数学模型计算结果相互间的偏差随抽水时间的延长而增大,随井距的增大而减小;二维与准三维数学模型计算结果间的偏差随弱透水层越流系数的减小而减小;两种准三维数学模型计算结果间的偏差随抽水含水层与弱透水层间贮水系数比值的增大而减小;考虑弱透水层弹性释水的准三维模型与三维模型的解最为接近,它们之间的水头差当贮水系数比值一定时,随抽水含水层与弱透水层间渗透系数比值增大而减小,且随各向异性比值的增大而增大。     

湿Q矢量表达式及其应用

考虑了大气中凝结潜热作用,提出湿Ｑ矢量概念并推导出非地转的湿Ｑ矢量表达式以及用湿Ｑ矢量散度作强迫项的ｗ方程。利用常规气象资料作实例分析,结果表明在低纬度地区湿Ｑ矢量分析优于准地转Ｑ矢量分析。     

全球重力异常对大气活动中心、气旋多发区的影响

利用卫星观测和地面实测资料统一归算的全球空间重力异常,探讨重力异常对全球冬夏大气活动中心、热带气旋以及温带气旋和高原低涡多发区的影响,并对其物理机理作一简要讨论.认为重力异常是大气运动发生发展不可忽视的因子之一.     

重力和重力梯度数据联合聚焦反演方法

重力数据包含较多的低频信息,重力梯度数据包含较多的高频信息,将重力数据和重力梯度数据进行联合反演得到的结果更加可信.本文基于聚焦反演方法,实现了这一过程.因为联合反演中分量种类增加,所以计算灵敏度矩阵所需要的时间增加,为此,本文提出了一种快速计算灵敏度矩阵的方法.因为联合反演对内存的要求增大,本文选择有限内存BFGS拟牛顿法求解反演问题.本文通过再加权的方法实现深度加权.文中利用单一分量的反演结果来预测异常体的埋深信息,随后将埋深信息结合到深度加权函数中,将其用于多分量组合反演计算.给出了模型试验,发现预测得到的异常体的埋深信息与其实际埋深存在偏差,但是将这一信息应用到反演计算,能够得到与真实模型一致的结果.之后,本文通过模型试验来探究重力和重力梯度联合反演的优势,发现将重力和重力梯度数据联合,能够识别出额外的噪声,反演得到的模型更加合理.但是,对于不同分量组合得到的反演结果是相近的,反演模型的提高很小.最后,将联合反演方法应用到美国路易斯安那州Vinton岩丘的实际数据中,结果显示,将重力和重力梯度数据联合反演,反演模型得到了提高,反演得到的结果与地质资料吻合.     

基于位移设计的钢筋混凝土桥墩抗震性能试验研究(Ⅰ):拟静力试验

通过拟静力试验研究了基于位移设计钢筋混凝土桥墩的抗震性能。利用基于位移抗震设计方法和桥梁抗震规范方法设计了各2根和1根1：2．5比例钢筋混凝土桥墩试件,对低周反复荷载作用下试件试验破坏形态、承载力、位移延性、滞回耗能、刚度退化等方面进行了比较分析,可以认为基于位移设计的钢筋混凝土桥墩能够达到预期的延性抗震要求,并且在相对耗能能力（与理想弹塑性模型相比）、刚度退化性能方面与现行规范抗震设计方法设计的桥墩相当。试验表明建议的钢筋混凝土桥墩基于位移的抗震设计方法是实际可行的。     

Numerical characteristics of peer‐to‐peer (P2P) internet online hybrid test system and its application to seismic simulation of SRC structure

The peer‐to‐peer (P2P) Internet online hybrid test system has been developed for the seismic simulation of a structure. In this study, the stability and accuracy of the system are investigated analytically by studying the spectral radius of the recursive matrix of the test scheme featuring a two‐round quasi‐Newton test scheme. The applicability of the system is further examined by exploring the seismic responses of a complex structure, a steel‐encased reinforced concrete (SRC) structure with a steel tower on the top. The structure is divided into two numerical substructures and one tested part for hybrid test. The numerical substructures are simulated by sophisticated finite element method (FEM) models with material nonlinearities to capture local plastifications. Two types of FEM programs, namely OpenSEES and ABAQUS, which are suitable for the SRC part and the steel tower, respectively, are employed. The results demonstrate that the P2P system is able to simulate complex structures with significant nonlinearities. As compared with the previous study in which two elastic numerical substructures were considered, increase in the number of iterations in this study is not significant, because the associated nonlinearities are limited due to the small time interval adopted in the test. Copyright © 2007 John Wiley & Sons, Ltd.     

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