城市自然地理学的理论、实践和发展

在全球快速城市化背景下,城市成为经济高速发展、人类活动高度集中、人地相互作用最强烈的区域,人工环境下“第二自然格局”的形成以及剧烈的城市土地利用/覆被变化效应使得城市自然地理学在城市复杂系统的研究中具有重要的理论和应用价值。本文通过对城市自然地理学的缘起、学科发展的综合分析,从学科理论体系、研究内容以及前沿发展领域等方面进行了论述,以期丰富和深化城市自然地理学研究内容,并进一步推动城市自然地理学的研究和发展。未来,城市自然地理学的研究应从以下方面开展：①关注基础理论研究,深化学科理论体系;②发展多学科的交叉视角,深化城市地表系统多要素变化研究;③聚焦城市自然—人文复杂系统,揭示自然和人文多要素间耦合机理及驱动机制;④拓宽城市服务应用领域的研究,提供城市可持续发展的多目标决策。     

Neo-deterministic definition of seismic input for residential seismically isolated buildings

This paper deals with the neo-deterministic definition of the seismic input in the municipality of Nimis (Italy), aimed at the design of residential seismically isolated buildings. The seismic input is defined by the computation of realistic synthetic seismograms considering different levels of detail for the earthquake source, both for a bedrock model and taking into account the specific site conditions. The horizontal response spectrum, calculated in the centre of the municipality by modelling the most dangerous source, advises against the construction of a building with a fixed base, but it is compatible with the seismic isolation, and it has been, therefore, used for the design of a residential seismically isolated building. The maximum displacement for the isolation system has been estimated about 17 cm, a value much lower than that provided by the code design response spectrum (28 cm). The importance of the realistic modelling, which permits the generalization of empirical observations by means of, physically sound, theoretical considerations, is evident, as it allows for the optimisation of the structural design with respect to the site of interest.     

网络约束点格局分析研究综述

随着信息通信技术高速发展,地理相关大数据使得传统的空间分析面临着机遇与挑战。平面空间分析方法在分析网络空间点要素空间过程、揭示其空间分布时的弊端日益凸显,由此对探索网络约束点要素特定的分析方法的关注度不断提高。本文定义了网络约束的思想,详细阐述了网络约束点格局分析方法体系,并分别从网络约束点格局的理论和应用出发,梳理了网络约束点格局分析的一阶方法、二阶方法及其他方法上的研究进展,总结了网络约束点格局分析在交通安全领域、犯罪学领域和其他城市点要素中的典型应用,最后在方法与应用层面,讨论近年重要的研究动向及未来的发展趋势。     

理论平均值及p分布实例试验

推导了理论平均值公式。它是介于算述平均值和中位值之间的一类估计方法。人们可以根据需要对抗差与效率进行适宜选择。并用 p分布的几种情况进行了实验。     

分块三维速度模型生成及理论地震图的计算

本文提出了在计算机上实现分块三维地壳模型及利用加权最小二乘拟合生成平缓光滑的三维速度函数的方法,给出了适用于分块、块内速度连续变化的三维模型中Cauchy射线追踪的新算法,简介了基于上述方法反射线的基本理论所编制的合成三维理论地震图的程序包RSSGTD.给出的两个盆地状模型的算例表明,所使用的模型生成方法具有模拟复杂地壳结构的能力;与三维样条函数方法比较,最小二乘拟合方法能给出更加适合射线方法合成地震图计算的速度函数,并且内存小、计算速度快;所给出的Cauchy射线追踪算法能够适合块状模型中任何体波射线的追踪.     

Propagation and attenuation characteristics of the crustal phaseLg

TheLg wave consists of the superposition ofS waves supercritically reflected, and thus trapped, in the crust. This mode of propagation explains the strong amplitude of this phase and the large distance range in which it is observed. The numerical simulation leads to successful comparison between observed seismograms in stable continental areas and synthetics computed for simple standard crustal models. In regions with strong lateral variations, the influence of large-scale heterogeneities on theLg amplitude is not yet clearly established in terms of the geometrical characteristics of the crustal structure.The analysis of the decay of amplitude ofLg with epicentral distance allows the evaluation of the quality factor ofS waves in the crust. The results obtained show the same trends as codaQ: a clear correlation with the tectonic activity of the region considered, both for the value ofQ at 1 Hz and for its frequency dependence, suggesting that scattering plays a prominent part among the processes that cause the attenuation.The coda ofLg is made up of scatteredS waves. The study of the spatial attenuation of the coda indicated that a large part of the arrivals that compose the coda propagate asLg. The relative amplitude of the coda is larger at sites located on sediments because, in these conditions, a part ofLg energy can be converted locally into lower order surface modes.     

Behavior of Vertical Pressure Imposed on the Bottom of a Trench

A series of model tests were performed to investigate the behavior of vertical pressure imposed on the bottom of a trench. The tests were conducted in two phases to generate soil arching due to soil deformation: (1) the backfilling phase and (2) the lowering-bottom phase. First, the backfilling phase was performed by filling sand into the trench, in which soil deformation was developed due to selfcompaction by the weight of the sand. The lowering-bottom phase was then conducted by lowering the bottom plate of the trench to induce additional soil deformation. The behavior of the vertical pressure acting on the bottom of the trench during the backfilling phase can simulate that of the vertical pressure imposed on the bottom of buried rigid pipes. The behaviors of buried flexible pipes could be observed during the lowering-bottom phase, in which both the minimum and the maximum vertical pressures could be obtained according to the induced soil deformation. A novel method for predicting the vertical pressures in each phase was proposed. The agreements between the predictions by the proposed method and the experimental results were demonstrated.     

Study on the Long-term Settlement of Subway Tunnel in Soft Soil Area

The long-term settlement of a subway tunnel, especially the differential settlement affects the safe operation of the subway. In this article, the settlement of a subway tunnel was studied from the theoretical and numerical analyses based on the monitoring data. According to the monitoring data, the deformation of segments at different locations is different, and the deformation around a channel is larger than other places. The settlements of tunnel calculated by two theoretical methods are consistent with that obtained in the centrifuge model test. The numerical simulation indicates that the vertical displacement is much bigger than the horizontal displacement.     

长江口海图深度基准面换算关系研究

长江口不同时期的海图采用的深度基准面不一样 ,为充分利用诸多历史海图资料 ,需要了解历史海图深度基准面之间的关系。本文介绍了海图理论深度基准面 (前苏联弗拉基米斯基的低潮面 )的推算方法 ,用Matlab语言实现了对海图理论深度基准面的人机交互式计算。利用 1977年实测潮位资料计算获得的调和常数 ,计算了长江口 10个验潮站的深度基准面 ,探讨了不同深度基准面之间的换算关系