地球自转速度的年变化

本文利用宋贯一等（2006）发表的“极移的成因及其移动特征”一文中的自转轴受迫摆动资料,从理论上推断出地球自转速度年变化的特征.结果证明,理论计算出的地球自转速度年变化曲线形态特征与观测曲线形态特征十分吻合.从而得出,太阳辐射光压在南、北半球的不平衡分布是引起地球自转速度年变化的主要原因.     

水下铁磁体的海面磁场计算模型研究

海面磁场等值线图是海洋磁探测的最基本图件，从中可以确定水下铁磁体的位置所在。为研究水下铁磁体的海面等值线图特征，将铁磁体磁矩分解为水平磁矩与垂直磁矩，分别求出各自的海面磁场计算公式，然后进行合成得到水下铁磁体海面磁场的计算公式?     

FIBRE BEAM–COLUMN MODEL FOR NON-LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION

This paper presents a fibre beam–column element for the non-linear static and dynamic analysis of reinforced concrete frames. It is assumed that plane sections remain plane and normal to the longitudinal axis. The effects of shear and bond-slip are, thus, presently neglected. The non-linear hysteretic behaviour of the element derives from the constitutive relations of concrete and reinforcing steel fibres into which each section is divided. The element formulation is flexibility-based and relies on force interpolation functions that strictly satisfy the equilibrium of bending moments and axial force along the element. Since the element does not make use of displacement interpolation functions, an iterative algorithm is needed for the determination of the resisting forces during the element state determination. The proposed algorithm is accurate and stable, even in the presence of strength loss, and is, thus, capable of tracing very well the highly non-linear behaviour of R/C members under cyclic load combinations of bending moment and axial force.     

重庆市石柱县西沱变形体稳定性研究

重庆市石柱县西沱变形体防治是国家地质灾害防治项目之一,通过对该变形体工程勘察评价,对变形体的地质特征与稳定性有了较为系统的认识。变形体主要由块石土及含块石粉质粘土组成。潜在滑移带由粉质粘土组成。文章阐述了变形体与滑移带的物理力学性质;对影响变形体发生滑动的因素进行了分析,重点阐述了地形地貌、地层岩性及物质结构3个内在因素;利用传递系数方法对变形体分多种工况条件进行了稳定性系数与推力的计算,分出基本荷载组合、特殊荷载组合及组合荷载3个方面,计算出其剩余下滑力。     

神秘的109.4°——共轭变形带的夹角

塑性力学的滑移线理论、Watterson零伸长度理论和最大有效力矩准则均获得共轭变形带的夹角为109.4°.该值与黄金规则相容,然而,滑移线理论的预测值面对伸长方向,与实际不符.零伸长度理论所预测的109.4°,不能解释实际观察到的平面共轭剪切带.根据最大有效力矩准则理论,预测韧性变形域共轭变形带面对主压应力方向或瞬时最小伸长度方向的夹角为109.4°.迄今获得的全部野外观测值和岩石力学实验结果均位于该预测值的±20°范围内,证明最大有效力矩准则的有效性.最大有效力矩准则可解释或求解:1)折劈理的形成,2)大型低角度正断层和高角度逆冲断层的形成,3)地震反射剖面中的鳄鱼嘴构造,4)变质结晶基底的基本构造型式--菱网状韧性剪切带,5)拆离褶皱的形成,6)古主应力和相关的运动学涡度.     

A design procedure for tied braced frames

The paper deals with the analysis of the seismic behaviour and design of tied braced frames (TBFs). The behavioural properties of TBFs are described and a comparison drawn with standard eccentrically braced frames. A design procedure is then proposed that aims to achieve optimal collapse seismic behaviour, i.e. a global collapse mechanism characterized by uniform plastic rotations of links. The procedure is based on the displacement‐based approach so as to achieve direct and efficient control of the peak ground acceleration of collapse. Applications are carried out on systems with different numbers of storeys and lengths of links to obtain confirmation of the accuracy of the design hypotheses and methodologies. Copyright © 2007 John Wiley & Sons, Ltd.     

Asymptotic solutions for solute transport in dual velocity media

Dual velocity (often called dual porosity) models exist to describe a variety of solute transport processes. These exist for both chemical and geochemical systems. All current models reviewed in this paper can be represented by a generalized form. Characteristics of the solutions are obtained by investigating moments of the solution. Of particular interest is the simple asymptotic behavior. To verify the approach, an example problem is investigated where the exact analytical solution is compared to the asymptotic solution. It is shown that many dual velocity models can be well-represented by the inclusion of an increased dispersion term in a simpler single velocity model.     

Scenario of the January 1997 West Bohemia Earthquake Swarm

In order to learn more about the nature of the dynamic processes taking place in the West Bohemia/Vogtland earthquake swarm region, we investigated the temporal and spatial variations of the source mechanisms of the January 1997 swarm beneath Nový Kostel (NKC). Visual analyses of WEBNET seismograms of over 800 events revealed that a specific feature of this swarm was the occurrence of eight classes of multiplet events. The result of single-source, absolute moment tensor inversion of the P and SH peak amplitudes of a subset of 70 events representing all multiplet classes indicated that eight statistically significant types of mechanisms occurred during the swarm. Two of them, types A and B in our denotation, comprised all M _L 1.3 events and predominated in the swarm. Type A were pure strike-slip mechanisms or strike-slip mechanisms containing a small normal component, with a nearly pure double-couple source. For class B events, oblique-thrust faulting and non-double-couple components significant at a fairly high confidence level were typical. Type A events predominated in the southern subcluster of the swarm, whereas most of type B events occurred in the subcluster northwards from NKC. This indicates that two major seismogenic planes were active during the swarm. The swarm essentially developed in four phases: in the first, type A events prevailed and the southern plane was active; during the second, characterised by the occurrence of both type A and B events (the former in the southern, the latter predominantly in the northern subcluster), the activity of the swarm culminated; in the third and fourth, the occurrence of type B events in the northern plane predominated, and only weak single events occurred southwards from NKC. Mechanisms of types AB , C , D , E , F and G , which were typical for M _L 1.2 events, occurred randomly throughout the swarm. Type AB events were identified in both the southern and northern clusters, type C , E , F and G mechanisms only southwards from NKC. Type D events exhibited a large scatter of hypocentres which fell in neither the southern nor the northern cluster. Focal mechanisms like those reported in this study and with analogous temporal and spatial variations were observed by other authors already fifteen years ago in the 1985/86 earthquake swarm and may, therefore, be typical for the region under study.     

Comparison of Absolute and Relative Moment Tensor Solutions For The January 1997 West Bohemia Earthquake Swarm

Moment tensor solutions for 70 clustered events of the 1997 West Bohemia microearthquake swarm, as calculated by two different methods, are given. The first method is a single-event, absolute moment tensor inversion which inverts body-wave peak amplitudes using synthetic Green functions. The second method is a multiple-event, relative method for which Green functions are reduced to 2 geometrical angles of rays at the sources. Both methods yield similar moment tensors, which can be divided into at least two or three different classes of focal solutions, indicating that, during the swarm activity, different planes of weakness were active. The major source component of most events is a double couple. However, the deviations from the double-couple mechanisms seem to be systematic for some classes of solutions. Error analysis was based on transforming the estimate of the standard deviation of amplitudes extracting from the seismograms into confidence regions of the absolute moment tensor. They show that the non-DC components are significant at a fairly high confidence level.     

边坡可靠度风险评价分析

确定性设计安全系数法由于简单易行得到了广泛的应用。可靠度方法在一定程度上弥补了确定性设计中不能考虑实际工程中岩体参数离散性的问题，使设计更加符合实际情况。函数连分式方法在边坡一次二阶矩概率设计中可以方便地计算出状态函数对各随机变量的偏导数，也可使传统安全系数法和可靠度分析有机结合。考虑经济最优的原则，结合风险分析来确定可靠度法设计中的可靠度数值问题。由安全系数和可靠性共同度量边坡系统的稳定性，建立传统安全系数与可靠度理论耦合的边坡稳定二元体系，可有效地考虑边坡系统内实际存在的不确定性和相关性，使边坡的稳定性评价更加客观精确，为边坡安全和滑坡灾害的风险性管理提供理论和方法。