YGQ—89／43型双作用冲击器微机电算分析

通过微机模拟仿真电算，分析ＹＧＱ－８９／４３型冲击器结构参数的变化对冲击器性能的影响规律，从而找出调节冲击器性能的有效方法，指导设计和生产使用。     

基于优化参数Adam算法的全波形反演

常规的全波形反演(FWI)计算得到的梯度往往不做优化处理, 并且每次计算模型更新量时还需要额外的波场延拓计算来获取迭代步长, 导致收敛效率和反演精度降低.本文将深度学习中的Adam算法引入到全波形反演中来, 其可在仅付出极小计算代价的前提下实现梯度的优化处理, 由梯度直接计算出模型更新量, 避免了迭代步长的计算, 且能显著提升收敛效率和反演精度; 同时针对Adam算法的默认参数优化和选取问题, 通过数值实验系统分析了不同参数的全波形反演效果, 并给出了更适合于全波形反演的优化参数.实验结果表明, 相比于默认参数的Adam算法以及L-BFGS算法的全波形反演, 基于优化参数的Adam算法其收敛速度和反演精度更高.

     

澜沧—耿马地震主震参数

本文用下关地震台数字地震仪的主震加速度记录,结合澜沧——耿马地震的宏观考察资料,以波谱法为基础,分别计算了两个主震的运动学、静力学和动力学参数各18个。用以从微观地震学角度描述澜沧——耿马地震的两个主震。通过所求参数的分析对比,认为是澜沧主震触发了耿马主震。     

考虑颗粒破碎效应的堆石料静动力本构模型

为合理反映颗粒破碎对堆石料力学特性的影响,基于试验结果分析,得出了堆石料在压缩和剪切作用下的颗粒破碎特性规律。通过引入压缩破碎和剪切破碎的相关参数,借鉴已有本构模型的合理定义,吸收临界状态理论和边界面理论的优点,发展了考虑颗粒破碎和状态相关的堆石料静动力统一弹塑性本构模型,并阐述了模型参数的确定方法。该模型不仅能够反映堆石料在静力荷载作用下的低压剪胀、高压剪缩、应变软化和硬化等特性,还能够反映在循环荷载作用下应力-应变的滞回特性和残余变形的累积效应。最后为验证模型的合理性,分别对堆石料的静力三轴和循环三轴试验进行了数值模拟预测,结果表明：模型预测与试验数据吻合良好,所提出的本构模型能够合理地描述颗粒破碎对堆石料静动力变形特性的影响。     

On characterizing the temporal dominance patterns of model parameters and processes

Diagnostic analyses of hydrological models intend to improve the understanding of how processes and their dynamics are represented in models. Temporal patterns of parameter dominance could be precisely characterized with a temporally resolved parameter sensitivity analysis. In this way, the discharge conditions are characterized, that lead to a parameter dominance in the model. To achieve this, the analysis of temporal dynamics in parameter sensitivity is enhanced by including additional information in a three‐tiered framework on different aggregation levels. Firstly, temporal dynamics of parameter sensitivity provide daily time series of their sensitivities to detect variations in the dominance of model parameters. Secondly, the daily sensitivities are related to the flow duration curve (FDC) to emphasize high sensitivities of model parameters in relation to specific discharge magnitudes. Thirdly, parameter sensitivities are monthly averaged separately for five segments of the FDC to detect typical patterns of parameter dominances for different discharge magnitudes. The three methodical steps are applied on two contrasting catchments (upland and lowland catchment) to demonstrate how the temporal patterns of parameter dynamics represent different hydrological regimes. The discharge dynamic in the lowland catchment is controlled by groundwater parameters for all discharge magnitudes. In contrast, different processes are relevant in the upland catchment, because the dominances of parameters from fast and slow runoff components in the upland catchment are changing over the year for the different discharge magnitudes. The joined interpretation of these three diagnostic steps provides deeper insights of how model parameters represent hydrological dynamics in models for different discharge magnitudes. Thus, this diagnostic framework leads to a better characterization of model parameters and their temporal dynamics and helps to understand the process behaviour in hydrological models. Copyright © 2015 John Wiley & Sons, Ltd.     

Three‐parameter discontinuous distributions for hydrological samples with zero values

A consistent approach to the frequency analysis of hydrologic data in arid and semiarid regions, i.e. the data series containing several zero values (e.g. monthly precipitation in dry seasons, annual peak flow discharges, etc.), requires using discontinuous probability distribution functions. Such an approach has received relatively limited attention. Along the lines of physically based models, the extensions of the Muskingum‐based models to three parameter forms are considered. Using 44 peak flow series from the USGS data bank, the fitting ability of four three‐parameter models was investigated: (1) the Dirac delta combined with Gamma distribution; (2) the Dirac delta combined with two‐parameter generalized Pareto distribution; (3) the Dirac delta combined with two‐parameter Weibull (DWe) distribution; (4) the kinematic diffusion with one additional parameter that controls the probability of the zero event (KD3). The goodness of fit of the models was assessed and compared both by evaluation of discrepancies between the results of both estimation methods (i.e. the method of moments (MOM) and the maximum likelihood method (MLM)) and using the log of likelihood function as a criterion. In most cases, the DWe distribution with MLM‐estimated parameters showed the best fit of all the three‐parameter models. Copyright © 2005 John Wiley & Sons, Ltd.     

Non‐local damage modelling of concrete: a procedure for the determination of model parameters

This paper presents a procedure for the determination of parameters of non‐local damage models. This is to assure a consistent response of a non‐local damage model, as choice of the internal length and other parameters of the model are varied. Correlations between the internal length and other parameters governing the local constitutive behaviour of the model are addressed and exploited. Focus is put on the relationship between the internal length of the non‐local model and the width of the fracture process zone. Numerical examples are used to demonstrate the rigour of the proposed method. Copyright © 2006 John Wiley & Sons, Ltd.     

Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing

The aim of this paper is to present a methodology for identifying the soil parameters controlling the delayed behaviour from laboratory and in situ pressuremeter tests by using an elasto‐viscoplastic model (EVP‐MCC) based on Perzyna's overstress theory and on the elasto‐plastic Modified Cam Clay model. The influence of both the model parameters and the soil permeability was studied under the loading condition of pressuremeter tests by coupling the proposed model equations with Biot's consolidation theory. On the basis of the parametric study, a methodology for identifying model parameters and soil permeability by inverse analysis from three levels of constant strain rate pressuremeter tests was then proposed and applied on tests performed on natural Saint‐Herblain clay. The methodology was validated by comparing the optimized values of soil parameters and the values of the same parameters obtained from laboratory test results, and also by using the identified parameters to simulate other tests on the same samples. The analysis of the drainage condition and the strain rate effect during a pressuremeter test demonstrated the coupled influence of consolidation and viscous effects on the test results. The numerical results also showed that the inverse analysis procedure could successfully determine the parameters controlling the time‐dependent soil behaviour. Copyright © 2008 John Wiley & Sons, Ltd.     

淮北城市空间结构演化及优化研究

运用Arcgis软件,将淮北市建市以来4次城市规划用地现状图进行对比,比较了不同时期城市外部形态指数、城市空间扩展规模、扩展速度和扩展强度、各主要用地类型规模及异质性指数。认为淮北城市空间经历了4个发展阶段,外部形态由早期的相对紧凑逐渐走向分散布局,并再次向紧凑布局演化;城市空间以夹符铁路为轴线沿东北—西南——东南向呈"C"形扩展;城市内部的工业用地、居住用地以及商业及公共设施用地规模不断扩张,相互之间也不断取代形成空间重构。从区域竞合关系、资源基础、交通区位、以及城市空间结构现状出发,认为未来淮北城市空间以东向、南向扩展为宜,内部以合理调控各功能用地空间组合、完善城市功能为主。     

人群拥挤踩踏事件原因与应急处置探究: 上海外滩迎新踩踏事件的反思

重大突发灾害事故时有发生,给人民的生命财产安全带来了严重的威胁。应急疏散作为灾后应急响应的重要环节,对减少人员伤亡有着重要意义。经过长期发展,研究人员利用多种方式观察到了许多具有重要价值的疏散规律,也提出了多个优秀的模型方法。然而,应急疏散涉及到的灾害事故类型、受灾人群和应急场景等多样复杂,导致应急疏散模型的侧重点和方法论等各有不同,加大了读者对应急疏散研究现状的全局理解难度。从应急疏散行为分析、模拟仿真、策略优化、预案实施等多个角度对现有重大突发灾害事故下的应急疏散研究现状进行梳理、归纳与总结,旨在厘清一条清晰的应急疏散研究脉络。在此基础之上,进一步提炼出当前面临的主要难题与解决思路,服务于应急疏散的下一步发展。