Services oriented architecture of foundation data platform of digital city

Digital city, a large complex system, is comprised many subsystem of different fields. It involves common field data, flexible field processes, seamless intra-organization and inter-organization collaborations, and increasing connectivity and interoperability between distributed or decentralized systems. All above these are involved Foundation Data of Digital city. To promote the sustainable development of Digital City, this paper investigates to the construction of Foundation Data Platform (FDP) from the view of the architecture. The paper introduces the conceptions, characteristics and underlying problems of the FDP, and discusses the key issues of the architecture paradigms what FDP might adopted via comparing Object-Oriented Architecture (OOA), Component-Based Architecture (CBA), and Service-based Architecture (SBA). The Process Embedded Service-Oriented Architecture (SOA), one of the recent SOA Application Architecture is introduced. The results indicate that the Process Embedded SOA could promote the sustainable development of Digital City and accommodate the dynamic development environments of different fields which constantly changes requirements.     

基于遗传算法的排桩支护结构优化设计

基于自然选择和自然基因机制的遗传算法是当前处理复杂非线性模型的一种新的优秀方法。为此,文章建立了悬臂式排桩这一基坑支护结构形式的数学模型,并运用改进遗传算法对设计参数进行优化调整;结合以实际工程资料为背景的支护案例进行优化。计算结果表明,设计参数既满足约束条件,又可降低工程造价,从而显示了该方法的有效性,具有一定的参考价值。     

Validation of three infiltration models on purple soil under simulated rainfall

So as to find models suitable for the prediction of water infiltration in purple soil,infiltration rates simulated by three popular empirical infiltration models,Horton model,Kostiakov model,and the modified Kostiakov model,were compared by using those observed results on slope in purple soil under rainfall simulation.28 sets of infiltration data were divided into two parts for parameter estimation and validation independently.The performance of the three infiltration models was evaluated with the Nash and Sutcliffe efficiency criterion.The results show that the percent for Nash and Sutcliffe efficiency greater than 0.7 is about 69.7% for the Horton model,and 48.48%,and 54.55% for the Kostiakov model and the modified Kostiakov model,respectively.Horton model is better than Kostiakov model and the modified Kostiakov model in most rain events in the field.However,Kostiakov model is still suitable for reasonable prediction of the infiltration in purple soil sloping farmland because fewer parameters are needed.Furthermore,rainfall intensity has significant effects on the parameter values used in the simulation models.The simulation results can be improved by choosing suitable parameters according to the rainfall intensity.     

土—桩—结构相互作用体系的振动台模型试验

通过土－桩－结构体系的振动台模型试验,探讨了土－结构相互作用对结构动力特性和结构地震反应的影响,试验结果表明,土－结构相互作用使结构体系的自振频率降低,使体系的阻尼大大增加,土－结构相互作用还使结构顶部的加速度反应和结构底部的应变反应减小。     

筒体-桩筏-地基土共同作用非线性数值分析

考虑上部结构、基础与地基土三者共同作用,以及土的弹塑性性质,采用中厚板理论分析筏板,建立了全三维有限元模型,对筒体结构下桩筏基础受力作了非线性数值分析。通过对弹性模型和弹塑性模型计算结果的比较,明确了非线性分析的意义。研究了地基土应力、应变随荷载的变化情况及桩顶反力分布的发展过程,并指出筏板厚度的增加并不总是使桩顶反力趋于不均匀。同时,讨论了土塑性及基础沉降曲面形状对桩筏基础工作性状的影响。     

渗流作用下的基坑变形分析

以深厚饱和软土地区的南京某基坑工程为例,基于地下水渗流因素对基坑变形数据系统分析,总结其在渗流作用下的变形规律.进一步借助有限元软件Midas/GTS的渗流模块,开展考虑渗流前后的基坑变形模拟分析.研究表明:考虑渗流作用下的地表沉降量较之前增加约22.9％,经分析,该部分除固结沉降外多由渗流诱使地连墙位移所致;另外,渗流力对地连墙底部作用尤为明显,其位移量较未考虑渗流增大2.9mm,故渗流作用下地连墙底部加固问题应在基坑施工时给予足够的重视.     

下凹型内孤立波沿台阶地形演化特征试验

通过大型分层流水槽中下凹型内孤立波沿台阶地形演化的试验模拟,认识我国南海东北部内孤立波沿海底突变地形传播的规律。利用分层染色标识法显示内孤立波与台阶地形作用过程中的特征变化,采用多点组合探头阵技术对其结构进行定量测量。研究表明:突变地形作用导致内孤立波波幅在台阶附近显著增加,使内孤立波波形变陡并出现尾部波列和极性转换等现象。     

离散复镜像法求取层状介质的格林函数

对分层地层进行井间电磁成像时，需要求取分层介质中的格林函数。利用频率域中电磁场的边界条件，求出频率域分层介质的格林函数，再利用傅里叶逆变换，将格林函数变换到空间域，得到以Sommerfeld积分形式表达的解。为了避免积分中的奇异性，利用离散复镜像法将积分核用复镜像的指数求和式表示，引入广义函数荣方法，可以在不提取积分核中表面波项的条件下，采用数值方法提取准静态项，给出复镜像点的数目、位置和强度，使得该方法在多层介质情况下对格林函数的计算更为有效。对一个7层介质中的垂直磁偶极子的矢量势和标量势进行了计算，离散复镜像法与Sommerfeld精确积分的结果吻合较好，说明离散复镜像法是比较准确的。     

多元复合地基沉降计算方法探讨

以Winkler分布弹簧模拟垫层的作用,考虑垫层、桩和土之间的相互作用;并以Geddes解和Boussinesq解为依据,求出了在单位荷载下网格单元顶部的沉降,即单元的柔度系数;运用弹性理论叠加原理,建立了包括桩顶沉降、土顶沉降及其对应荷载的线性方程组.求解该方程可以进一步求出多元复合地基中主桩、次桩对土的桩土应力比和主桩、次桩及土的荷载分担比.通过工程实例进行分析,表明本文方法的计算结果和现场实测结果符合很好.     

镁铝复合氧化物在醇醚合成反应中的催化性能

以镁铝层状双金属氢氧化物(LDH)为前体焙烧得到的镁铝复合氧化物(CLDH)为催化剂,催化乙醇和环氧丙烷反应合成醇醚.系统研究了CLDH的孔结构和化学组成对催化剂活性和产物选择性的影响,并考察了催化剂的寿命.结果表明,随CLDH碱性增强及比表面积增大,催化剂活性提高,且催化剂孔分布对醇醚产物有择形性.