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1.
This paper presents an introductory overview of recently developed stochastic theories for tackling spatial variability problems in predicting groundwater flow and solute transport. Advantages and limitations of the theories are discussed. Lastly, strategies based on the stochastic approaches to predict solute transport in aquifers are recommended.  相似文献   
2.
There are two fundamental questions this article aims to deal with. First, whether a pre-earthquake strengthening of a large and heterogeneous building stock (the emphasis here is on building types common in S. Europe), is economically feasible or not, and second what is the optimal retrofit level for mitigating the seismic risk. To this purpose contemporary decision making tools, namely cost-benefit and life-cycle cost analyses, are tailored to the needs of the present study, and implemented with the aid of an ad-hoc developed new software application (COBE06). A method for estimating the reduction in structural vulnerability due to retrofit is proposed, as well as a methodology to determine the optimum retrofit level using the fragility curve approach. Finally, the proposed methodology is used in a pilot application that concerns the city of Thessaloniki, and results are drawn for the feasibility of strengthening the reinforced concrete building stock in this city.  相似文献   
3.
贵州煤矿地质工程咨询与地质环境监测中心,由于市场定位准确,加强经营管理,树立品牌意识,尊重人才,加大人才培养力度,积极推进人事制度和分配制度改革,完善激励约束机制,使单位经济效益稳步上升,职工收入不断提高。  相似文献   
4.
This paper develops mass fraction models for transport and fate of agricultural pollutants in structured two-region soils. Mass fraction index models, based on a semi-infinite domain solution, are derived that describe leaching at depth, vapor losses through soil surface, absorption, and degradation in the dynamic- and stagnant-water soil regions. The models predict that leaching is the result of the combined effect of the upward vapor-phase transport relative to downward advection, residence time relative to half-life, dispersion, and lateral diffusive mass transfer. Simulations show that leached fraction of volatile compounds does not always decrease monotonically with increased residence time relative to the pollutant half-life, as a result of complex interactions among the different physical and biochemical processes. The results show that leaching, volatilization, and degradation losses can be affected significantly by lateral diffusive mass transfer into immobile-water regions and advection relative to dispersion (i.e. Peclet number) in the mobile-water regions. It is shown that solute diffusion into the immobile phase and subsequent biochemical decay reduces leaching and vapor losses through soil surface. Potential use of the modified leaching index for the screening of selected pesticides is illustrated for different soil textures and infiltration rates. The analysis may be useful to the management of pesticides and the design of landfills.  相似文献   
5.
CFRP对砖墙抗震加固对比试验研究与计算分析   总被引:20,自引:0,他引:20  
结合一工程实践的需要,通过5片碳纤维布加固的新建墙体在周期反复荷载作用下的试验,研究了碳纤维布加固对砌体结构抗震性能的影响,以及砌砌体在碳纤维布加固后的受力特性,比较了不同加固方案对砖砌体加固效果的影响,在此基础上讨论了对碳纤维布加固砖墙抗剪承载力计算模型,并提出了简化计算公式。  相似文献   
6.
Comparative study of the inelastic response of base isolated buildings   总被引:1,自引:0,他引:1  
This article presents a numeric comparative study of the inelastic structural response of base isolated buildings. The comparative study includes the following isolation systems: laminated rubber bearings, New Zealand one, pure friction and the frictional pendulum ones. The study is based on obtaining non‐linear response spectra for various design parameters using six earthquake records. Usually the base isolation of a new building seeks to maintain the structure in the linear elastic range. The response of old weak buildings or the response of new ones subjected to extreme earthquakes may not be, necessarily, in the aforementioned ideal elastic range. Consequently, it is important to characterize the response of isolated buildings responding inelastically. A conclusion from this research is that the isolators affect significantly the structural response of weak systems. Rubber isolators seem slightly less sensitive to plastification that may occur in the structure compared to friction isolators. Ductility demands in the structure are affected significantly by friction and neoprene protected systems, in particular sliding ones where larger demands are obtained. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   
7.
对14根钢筋混凝土矩形梁进行抗剪加固试验,研究在受剪区粘贴高强复合纤维的加固效果和设计方法。主要分析了纤维粘贴量、包裹方法和剪跨比等因素对钢筋混凝土加固梁受剪性能的影响和作用。对试验梁进行了全过程分析,并基于试验结果,提出了抗剪加固设计中复合纤维设计应变的合理取值和计算公式,阐述了具体加固设计模型和设计方法。  相似文献   
8.
探讨了45Mn2钻杆接头的各种热处理工艺降综合机械性能,应用断裂力学优选最佳热处理工艺,并已投入生产。  相似文献   
9.
某中学教学楼的抗震鉴定与加固设计   总被引:1,自引:0,他引:1  
按老规范设计的砌体结构未考虑抗震,使用年代过长会出现承载力不足的问题,需对原结构按新规范进行全面检测和抗震鉴定,若鉴定结果表明该结构不符合抗震要求,则需进行加固,结合一实际工程对检测程序和加固方法做一全面论述,供工程实际中参考。  相似文献   
10.
一次强暴雨形成的动力机制   总被引:6,自引:0,他引:6  
分析了1998年7月武汉强暴雨的天气演变特征,并从理论上探讨了强暴雨形成的动力机制。结果表明:低空急流先于暴雨生成,暴雨最强时低空急流也最强;高空急流入口区右侧及低空急流左侧非热成风梯度的存在,使得中尺度不稳定波的波振幅出现空间不稳定现象,高空急流右侧不稳定波的波振幅和低空急流左侧不稳定波的波振幅向暴雨区增加,暴雨区恰为这两支波叠加后振幅最大的区域,高低空急流耦合下的非热成风、中尺度对流-对称不稳定可能是这类强暴雨产生的动力原因之一。  相似文献   
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