Climatic zoning and its application to Spanish building energy performance regulations

The main requirements of European Directive 2002/91/EC on the energy performance of buildings (EPBD) are the application of minimum energy performance requirements for new buildings and certification of the energy performance of buildings. Its transposition into the national law of member states of the European Union has signified the appearance of new and more onerous requirements in terms of construction quality from the point of view of energy performance, and in terms of the procedure for certification of the energy performance of buildings. In both cases, the levels required tend to be based on climatic conditions, fundamentally in countries such as Spain, where the climatic variability is very pronounced. This paper presents a methodology developed for the climatic zoning of the localities not included in the above-mentioned regulations in order to facilitate their application. By way of example, the method is shown which was used to generate the climatic files and carry out the subsequent climatic zoning of all the municipalities of the region of Andalusia in southern Spain.     

晋东南红土的力学性质及设计参数的选用

通过对晋东南地区红土进行概述,简要整理出该地区红土的基本物理力学性质,并提出设计中选用参数应注意的一些问题,以期为路基、小型构筑物及挖方边坡支护工程的勘察设计积累经验。     

挣值理论在P3e／c软件中的应用探讨

对挣值理论的基本原理进行了分析,并结合道路工程项目,对项目挣值理论进行了分析与应用探讨,指出了挣值管理方法是一种很有实际意义的方法,但也有不足,最后,提出应该将挣值理论和关键路径法结合起来,并在原方法中引入质量成本变量,将三者结合起来对挣值理论进行改进,形成基于费用、进度及质量的综合控制分析方法。     

利用高性能钢纤维混凝土制备新型覆工板

针对覆工板的性能需求(混凝土坍落度为(250±25)mm,扩展度为(600±100)mm,流动时间≥30 s,28 d抗压强度为70 MPa),进行了高性能混凝土配比的研发,依据致密配比逻辑设计了高性能混凝土配比并制备了高性能纤维(钢纤维、聚丙烯纤维)混凝土.经配比验证显示,高性能钢纤维混凝土的力学性能最佳,其28 d抗压强度可大于80 MPa、抗弯强度大于9.5 MPa,故选用高性能钢纤维混凝土进行新型覆工板的制作与验证.结果表明,以高性能钢纤维混凝土制作的新型覆工板初始开裂载重为原始设计值(12 t)的4倍以上,经实际铺设测试,均表现出良好的力学性能及安全性能.高性能钢纤维混凝土覆工板不仅耐久性较好,而且还不需二次施工,其材料成本比传统钢制覆工板节省一半以上.     

混凝土桥面铺装黏结防水层材料关键性能研究

对3种黏结防水层材料(热喷SBS改性沥青、水泥基防水涂料,AWP-2000桥面黏结防水层涂料)的抗剪性能和黏结性能进行了室内测试分析和评价.结果表明,热喷SBS改性沥青和AWP-2000桥面黏结防水层涂料的性能良好,尤其是后者的抗剪性能更为突出,而水泥基防水涂料则相对逊色.然后对AWP-2000桥面黏结防水层涂料的现场抗剪强度和拉拔强度进行了测试,并与已有的SBS改性乳化沥青+小碎石黏结防水层进行了对比,结果表明,两者均能满足JC/T 975—2005《道桥用防水涂料》规范要求,但AWP-2000桥面黏结防水层涂料性能更优一些.     

高层结构嵌固端的选择与抗震性能分析

对带地下室且采用筏板基础或桩基的高层建筑嵌固端合理位置的选择与其抗震性能进行了分析研究。结合有关规定,通过SATWE中对有无地下室情况下的一个工程实例进行计算和分析比较,得出了一些有益的结论,并提出了一些建议。     

开关式TIG焊电源的焊接性能分析

本文建立了开关式ＴＩＧ焊电源的离散时域数学模型，分析了电弧引燃过程、引弧性能、电流波形特点和电弧稳定性。试验表明该电源具有良好的焊接性能。     

PVD TBC experience on GE aircraft engines

The higher performance levels of modern gas turbine engines present significant challenges in the reli-ability of materials in the turbine. The increased engine temperatures required to achieve the higher per-formance levels reduce the strength of the materials used in the turbine sections of the engine. Various forms of thermal barrier coatings have been used for many years to increase the reliability of gas turbine engine components. Recent experience with the physical vapor deposition process using ceramic material has demonstrated success in extending the service life of turbine blades and nozzles. Engine test results of turbine components with a 125 μm (0.005 in.) PVD TBC have demonstrated component operating tem-peratures of 56 to 83 °C (100 to 150 °F) lower than non-PVD TBC components. Engine testing has also revealed that TBCs are susceptible to high angle particle impact damage. Sand particles and other engine debris impact the TBC surface at the leading edge of airfoils and fracture the PVD columns. As the impacting continues, the TBC erodes in local areas. Analysis of the eroded areas has shown a slight increase in temperature over a fully coated area ; however, a significant temperature reduc-tion was realized over an airfoil without TBC.     

钢筋混凝土框架-剪力墙结构基于位移的抗震设计方法

根据钢筋混凝土框架-剪力墙结构的特点,将其性能划分为使用良好、保证人身安全和防止倒塌三个水平,并用层间位移角限值予以量化。以作用倒三角形水平分布荷载的等截面弯剪悬臂杆的侧移曲线作为其初始侧移模式。对于使用良好性能水平,将侧移曲线上反弯点对应的楼层处的层间位移角刚好达到相应限值时的侧移曲线作为目标侧移曲线,据此计算等效单自由度体系的等效参数以及原结构的基底剪力和各质点的水平地震作用。对于保证人身安全和防止倒塌的性能水平,根据Pushover曲线与需求曲线的关系对结构予以调整,使结构满足这两个性能水平的要求。     

密肋复合墙结构与空心砖砌体结构模型抗震试验对比分析

介绍相同建筑形式的密肋复合墙结构与空心砖砌体结构房屋模型的试验情况,根据试验结果,对两种结构体系的抗震性能进行了对比分析。结果表明,密肋复合墙结构在承载能力、变形能力及耗能性能诸方面均优于砌体结构,是一种新型的抗震结构体系。