桩-土共同作用的研究

桩端刺入量与桩身压缩量之和等于桩端以上桩间土的压缩量,这是桩与土共同发挥作用的基本条件。从这个基本条件出发,提出了一种考虑桩-土共同作用的简化分析方法。该方法可以求解任意荷载水平下桩间土的荷载分担量,进而可以方便的求解出用桩量,同时将基础沉降分为桩间土变形量及桩端下卧土层的整体压缩量两部分进行分析,可以方便的预测基础沉降量,最后根据建筑物的允许变形来确定桩的设计荷载值。工程实例分析表明该方法是可行的。     

高渗压下水岩相互作用试验研究

新研发的岩石高压渗透试验仪以静态伺服阀为主要控制元件,在脱离计算机控制条件下可使试样进水端水压保持不变。出水端水压采用调速阀控制,实现了高渗透压力下长时间的水-岩相互作用试验研究。在此基础上,提出了水-岩作用渗透液体不同时段各离子浓度变化的分析方法,并容易得到不同时段试样渗透性变化规律。为研究水-岩作用对岩石强度的影响,按基本相同条件,对该试样及未经长期水-岩渗流作用同一岩性试样进行了高渗压下的常规三轴试验,提出以试样临近破坏时的有效侧向应力大小进行强度分析,并按上述实际所加侧向压力大小及有效侧向压力大小,进行了常规饱水三轴压缩试验。试验得出,所研究蚀变岩在高渗压下水-岩作用结果与常温、常压条件测试结果类似,蚀变岩与库水的水化学反应微弱,对其自身岩体的渗透性及力学性质影响均较小。     

Hierarchical spatial interaction among the Italian regions: a nonlinear relative dynamics approach

Regional interactions and spillover effects should be considered as important factors in growth analysis of regional economies. Using modified versions of the Dendrinos–Sonis model, this paper analyses the spatial hierarchical system of Italy. The interaction among Italian regions is considered at three different levels of spatial aggregation, the NUTS-1, NUTS-2 and NUTS-3 levels. Compared to more popular spatial econometric approaches, the Dendrinos–Sonis model and its extensions provide greater flexibility in the way interaction between regions is handled but the results strongly depend on the choice of a reference region.

“人地关系地域系统”是综合研究地理格局形成与演变规律的理论基石

同近年国外人文地理学呈现人文化趋势相比,中国人文与经济地理学秉承吴传钧先生关于人文与经济地理学是研究自然圈与人文圈相互作用下、人类活动分布格局形成和演变规律的一门交叉学科的定位,形成了以不同空间尺度的地域、重要的生产生活领域、以及典型的地域空间类型的可持续发展时空规律作为研究指向的中国人文与经济地理学主流学派。吴先生提出的“人地关系地域系统”理论不仅为人文与经济地理学,而且是为整个地理学的综合研究提供了重要的理论基石。地域功能性、系统结构化、时空变异有序过程、以及人地系统效应的差异性及可调控性,是该理论的精髓,这与“未来地球”研究计划的前沿思想完全契合。近10年来,以城镇化科学模式、主体功能区划、一带一路路线图、京津冀城市群、农村空心化和精准扶贫、东北振兴与资源型城市转型、行政区划优化等为研究对象,发展了人文与经济地理重要的可持续过程、地域功能形成和综合地理格局有序化规律、城市群形成演化机理及其资源环境效应、问题地区可持续生命周期与振兴路径、地缘政治地缘经济和区域间相互作用关系、人文界线对可持续发展的影响等理论方法。人文与经济地理学科建设取得重要进展,应用成果对近年来中国生态文明建设和可持续发展产生了重要影响。中国人文与经济地理学在全球范围内发展态势最佳、总体水平领先,以此告慰吴传钧先生,并以此纪念吴传钧先生百年诞辰。     

Effects of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations

A boundary element formulation of the substructure deletion method is presented for the seismic analysis of the dynamic cross-interaction between multiple embedded foundations. This approach is particularly suitable for three-dimensional foundations of any arbitrary geometrical shape and spatial location, since it requires only the discretization of the foundations’ surfaces. The surrounding soil is represented by a homogeneous viscoelastic half-space while the foundations are assumed to be rigid and subjected to incoming SH-, P-, and SV-waves arbitrarily inclined in both the horizontal and vertical planes. The proposed methodology is tested for the case of two identical embedded square foundations for different values of the foundations’ embedment and distance. The effects of the cross-interaction are outlined in the components of the impedance matrix and of the foundation input motion. © 1997 John Wiley & Sons, Ltd.     

INFLUENCE OF BUILDING EXISTENCE ON SEISMIC LIQUEFACTION OF SUBSOILS

A new simplified method is presented to evaluate seismic liquefaction potential of subsoils of buildings. Based on a review of the limited number of publications so far available, dealing with the related theme, the authors have devised the method in such a way that it is simple to handle and has clear physical insight and sufficient engineering accuracy, by taking advantage of Seed's simplified method for free ground sites and of the cone model concept well developed by Meek and Wolf in dynamics in recent years as well as by some American and German scholars in soil statics early since the 1930s. A simple example showed the reasonableness and tendency in good accord with the results of small model tests and of finite element analyses. Therefore, it would have a broad prospect of engineering application. © 1997 by John Wiley & Sons, Ltd.     

立式储罐与地基相互作用地震反应分析

在考虑地基与储罐相互作用的情况下,采用有限元法对储罐住水平地震荷载作用下的反应进行了计算。推导了系统刚度矩阵及质量矩阵的计算过程。通过对四种场地条件下的地震响应分析,得出了储罐各种参数对地震反应的影响。分析表明：不同的地震激励对储罐系统的反应是不同的;地基刚度对系统的动力响应的影响也很大：即地基越“柔”,基底弯矩、罐壁轴向应力越小,但环向应力和底板变形却在增加。     

Analytical solution for frequency response of equipment in laterally loaded multistorey buildings

An analytical and closed-form frequency response of equipment mounted on multistorey buildings subjected to horizontal ground motion is proposed. In this study, the dynamics of the equipment and the building is expressed as a state-flow graph model, in which the interaction effect between the equipment and the building is considered. Based on the graph model, the analytical results for the frequency response of the acceleration of the equipment and the internal force in the support are derived. One of the advantages of this method is that the closed-form solutions of the frequency response expressed by polynomial form will be easily examined by analytical and numerical computations without complex operation. Moreover, the dynamic of the primary and secondary systems and their dynamic interaction are expressed separately in the derived formula. Thus most of the items in the formula need not be computed repeatedly for different supports of the equipment in design. Copyright © 1999 John Wiley & Sons, Ltd.     

Pullout test model for extensible reinforcement

A formulation for the analysis of pullout test on highly extensible planar reinforcement is presented. The non-linear differential equation for pullout mechanism was expressed in non-dimensional form and solved numerically using the Gauss–Siedel technique. Parametric study was carried out for various ranges of relative stiffnesses, and relative bond resistances. Normalized load–displacement relations and the variations of pullout force and reinforcement displacements along the length of reinforcement are presented graphically. A method for the estimation of the interface interaction parameters from a pre-failure test is also given. The numerical predictions compare well with the available experimental pullout test results for various geotextiles, polymers and nylon geosynthetics. Copyright © 1999 John Wiley & Sons, Ltd.     

考虑流固耦合时的海洋平台结构非线性动力分析

采用非线性的Morison方程,建立了考虑流固耦合时的海洋平台非线性动力方程及其时程分析方法.以一固定式导管架平台为算例,计算了考虑流固耦合时的海洋平台浪致振动响应,比较了考虑流固耦合和不考虑流固耦合时海洋平台动力响应的差异.算例表明：在较大的波浪条件下,不考虑流固耦合时的计算结果明显小于考虑流固耦合时的计算结果,因此,偏于不安全.分析认为,在极端海况条件下,考虑流固耦合的分析方法更符合实际情况.