设抗震增强体的桩基础力学特性的原位试验研究

在过去的大地震中,许多桩基础因强烈振动和地基变形而遭受结构性破坏,因而提出一种既可以应用于新建桩基础,也可以应用于现有桩基础的抗震加固方法,即采用地基加固技术在桩基础中设置抗震增强体,以与桩基础的钢筋混凝土承台形成双层抗弯结构。采用等比例模型原位水平载荷试验和振动试验以及开挖检查等方法,对抗震加固的力学特性和构建质量进行加固前后的对比研究,进而证实了该加固方法的有效性和可行性,为同类工程起到了一定的参考意义。     

An economic–ecological model to evaluate impacts of nutrient abatement in the Baltic Sea

This paper presents a coupled economic–ecological model that integrates a catchment model with a marine model and incorporates economic data to analyse the long-term economic and ecological consequences of nutrient abatement in the Baltic Sea. The spatially explicit model describes dynamics of soil phosphorus in arable land, developments of nutrient concentrations and phytoplankton biomass in the sea basins, and inter-annual variation in nutrient loads and biophysical processes. The performance of the model is demonstrated by computing the least-cost solution to reach the good environmental state of the sea – as implied by the Baltic Sea Action Plan – within a time span of 40 years. The total cost of achieving this target is 1487 M€ annually. Spatially optimal allocation of load reductions differs from the load reduction targets of the Baltic Sea Action Plan, and focuses more on the control of phosphorus loads.     

消能支撑框架结构的研究与应用

对几种型式的消能器进行了减震机理分析 ,对消能支撑框架模型进行了低周反复荷载试验和振动台试验 ,编制了非线性有限元分析程序和弹塑性时程分析程序 ,并将研究结果应用于实际工程     

球磨效率探讨

主要讨论了球石的装载量、球石空隙率、球石级配、泥浆密度等因素对球磨效率的影响。运用正交试验优选了各因素。     

Effect of the metal oxide loading on the activity of silica supported MoO3 and V2O5 catalysts in the selective partial oxidation of methane

Precipitated silica catalysts loaded with either MoO₃ (0.2–4.0 wt%) or V₂O₅ (0.2–5.3 wt%) have been studied in the selective partial oxidation of methane to formaldehyde with molecular oxygen at 520 °C. The functionality of the SiO₂ surface towards the formation of HCHO is significantly promoted by V₂O₅, while it is depressed by the MoO₃.     

双腹板顶底角钢梁柱连接受力性能分析

建立双腹板顶底角钢梁柱连接节点的精细有限元模型,对模型进行了非线性有限元数值计算,分析了在单调荷载作用下双腹板顶底角钢梁柱连接节点的承载力、极限变形状态、破坏机理和变形状态.深入探讨了双腹板顶底角钢梁柱连接高强螺栓的预紧力,角钢与梁、柱之间的接触压力等节点组件之间的力学特性,获得试验难于测得的力学特性,为双腹板顶底角钢梁柱连接在工程中的应用提供理论依据.     

移动终端动态加载机制研究

随着移动终端系统深入发展,应用程序扩展能力已成为一个基本需求,中低端移动终端系统迫切需要一种机制能使系统在运行状态时动态添加模块。该文提出一种内存分配策略及基于虚拟函数表结构动态加载机制,给出了应用程序加载实现方法。实验结果表明:基于该机制所开发的加载器具有体积小,运行速度快,性能稳定等特点。     

沉积Ag的TiO_2纳米管的制备及其光催化性能的研究

采用电化学阳极氧化法制备了管长约为1.48μm,管径约为87 nm的Ti O2纳米管,然后采用光还原沉积法在不同浓度的AgNO3溶液中制备了沉积单质Ag的Ti O2纳米管.利用SEM,XRD和XPS对Ag-Ti O2纳米管进行了表征,并以罗丹明B溶液为目标降解物评价了其光催化活性.结果表明:Ag微粒是以稳定的单质形式存在,Ag-Ti O2纳米管的光催化活性随着AgNO3溶液浓度的增大而呈增大的趋势,当AgNO3浓度达到0.08 mol/L时其活性达到最大值,而后随着浓度的增大活性反而下降.     

电力系统备用容量模型

发电设备合理备用容量和备用率问题是电力系统中的一个特殊问题。本文在等效持续负荷曲线概念的基础上,利用曲线拟合的思想,得出了负荷与时间的函数关系式,进一步求得合理备用容量和备用率。     

Simplified design of rock cavern concrete lining to resist shock loading

A simplified method was proposed for the design of concrete lining in underground rock cavern/tunnel against shock loading. The loading may result from the detonation of explosives on ground surface or ground penetration projectiles exploding adjacent to the cavern/tunnel. The resulting problem necessitates the solution of the dynamics of a beam loaded by a transient pressure uniformly distributed over the span. According to mechanical characteristics of the system with rock bolt and shotcrete, a dynamic support design method based on equivalent single degree of freedom (SDOF) was put forward. The SDOF method was applied to obtaining the maximum displacement at the mid-span of the beam, which is often the controlling factor in the blast-resistant design. In the formulation of the problem, the proposed method combines the phenomena of spalling and structural dynamics theory. An example is provided to demonstrate the applicability of this simplified method.