Caving performance through the integration of microseismic activity and numerical modeling at DOZ-PT Freeport, Indonesia

This article describes an undergoing research at PT Freeport,Indonesia,in which the main goal is to use the microseismic information recorded as a result of mining to analyze cave propagation and stress performance on the actual production and fixed in-frastructure.At the moment,several numerical experiments have been conducted to correlate the mining activity with the microseis-mic events using the data collected during year 2005 and 2006.As a result of the preliminary analysis a micro-and a macrocracking envelop were proposed on the basis of computation of stress behavior at the location of the events.Stresses have been computed us-ing standard elastic continuous boundary element models.The correlation between the average source radius and the stress perform-ance has provided a method to propose a macrocracking criterion.Several techniques have been tested to nucleate the microseismic activity around different geological features.This last attempt was aimed to look at potential overstresses induced over the undercut and extraction level drifts.A method was devised to integrate the microseismicity into a 3-dimensional ride distribution model.This model has shown to be very effective to quantify the overstress induced as a result of computing volumetric microseismieity density.The volumetric microseismic model showed to induce overstress up to 10 MPa over a period of two months.The future work will concentrate on the calibration of the integrated model with actual damage observations made at the current mining infrastructure.     

再生混凝土单轴受压变形性能的试验研究

对再生混凝土与普通混凝土的单轴受压性能进行了对比试验研究,主要包括弹性模量、应力应变曲线上升段以及峰值应变.研究结果表明,再生混凝土的弹性模量比普通混凝土低,用普通混凝土弹性模量计算公式不再适用于再生混凝土,在对试验数据进行了回归分析的基础上,提出了再生混凝土弹性模量的计算公式.应力应变曲线的上升段与普通混凝土相似,都是用3次多项式拟合,其峰值应变比普通混凝土高.     

用Pro/E对过约束运动平台动态仿真分析研究

针对过约束多体运动机构的动态受力分析难点,以一个具体的多曲轴运动平台为例,提出一种基于Pro/E中Mechanism仿真模块进行动态仿真的解决方法。在Pro/E中进行了3维建模;针对分析的重点,对系统模型进行了适当简化;并结合虚拟样机技术在Pro/E中的具体运用,对简化模型进行动态仿真;并运用仿真结果分析了各类因素对该机构运动及受力的影响,提出了优化设计方案。     

汶川地震中上海高层建筑动力反应分析

对同济大学强震监测台在汶川地震中测得的地震记录进行频谱特性分析,以同济大学教学科研综合楼为研究对象,应用通用有限元软件建立计算模型,分析了该结构在这一实测地震记录作用下的响应特点,并将其与调幅后的El Centro波、Taft波和上海人工波作用下的计算结果进行了对比分析,同时探讨了远震对深覆盖场地上高层建筑的影响。结果表明：尽管汶川地震同济波的峰值加速度很小,但是2～3．5s的长周期分量卓越性却十分突出,共振效应造成长周期的高层建筑地震反应明显。     

作物病害胁迫检测的研究进展

综述了基于遥感技术、图像处理技术和农业专家系统的作物病害胁迫检测方法,比较这三种方法研究进展及其优缺点,介绍了近场声全息技术研究现状,提出了基于近场声全息理论的作物病害胁迫检测的研究方法,为作物病害综合精准防治开辟了一条新的途径．     

景观桥钢箱梁加固方案的设计计算及比较分析

对某景观桥进行了检测评定,提出了3种加固方案,并采用大型通用有限元软件ANSYS建立了桥梁上部结构模型以及3种加固方案的模型,其中加固方案模型建立于根据静载试验数据修正后的模型之上;利用该模型进行了设计荷载工况下的静力分析和模态分析,并根据计算结果比较了3种加固方案以及参数变化对桥梁挠度、支座区最大等效应力、极限承栽力以及动力特性的影响。结果表明：综合采用加固方案1和加固方案3是比较合理的。     

某加榴弹底排装置强度分析及改进设计

以某加榴弹底排装置的改进设计为研究内容,根据其几何形状特点,建立计算模型,进行了有限元网格划分,并模拟膛内发射环境施加载荷及给出了约束条件,利用^11PRSA-1炮弹、火箭弹的强度计算与结构分析专用有限元程序”进行计算,得到了相应的变形图和等应力线图,通过对比分析各种设计方案,找到了靶场失效原因,得出底排装置有效的、可实施的改进设计方案．经试验验证,改进后弹丸各项性能指标满足战术技术指标要求．     

Evolutionarily Cooperative Stable of Science ＆ Technology Alliance Under Self-organized Organization

The cooperative evolutionary stability under self-organized organization is discussed in this paper. The differences between the objects studied by cooperative game theory and the ones studied by cooperative game in science & technology alliance are analyzed. The mutant probability of agent’s utility under endogenous technical factor condition is analyzed. By clarifying the connotation of Pareto-dominate institution in cooperative game, the efficient and feasible managerial definition of Pareto-dominate Ins...     

基于RlGamal公钥体制的动态（k，n）门限密钥托管方案

首先对文献[3]所提出的门限密钥分割方案进行了整理分析,具体分析了其动态性,然后在此基础上提出了一种新的基于ElGamal公钥体制的动态（k,n）门限密钥托管方案。该方案具有如下特点：（1）可以防止闽下信道攻击;（2）在监听过程中,监听机构可以对托管代理交给其的子密钥进行验证;（3）解决了“一次监听,永久监听问题”;（4）具有动态性质。     

立体库货架钢结构的地震反应分析

采用有限元方法对立体库货架钢结构进行地震载荷设计反映谱分析和时间历程分析,计算得到了结构在地震载荷作用下的应力和位移分布情况,验证了立体库货架钢结构的抗振设计合理性．