基于灰色关联度的集对分析方法在高层建筑火灾危险性评价中的应用

为了对某钢管厂高层建筑进行火灾风险评估,基于高层建筑的防火、灭火设计要求,从防火系统、灭火系统、安全疏散和消防安全管理四个方面构建了高层建筑火灾危险性指标评价体系,并运用层次分析法确定了各火灾危险性影响因子的权重。根据集对分析的联系度模型对高层建筑进行火灾危险性评估,确定其安全等级。结合灰色关联度理论对差异度与同一度、对立度两组数据进行计算比较,选取绝对关联度大的值作为差异度系数i的值,从而可以确定各组联系度的值。根据联系度最大值所属的安全等级,确定了高层建筑的火灾危险等级为一般安全,结果与实际情况相符。     

公共建筑火灾风险评价方法研究

建筑物的火灾危险度包括火灾对建筑物本身的破坏以及对建筑物内部人员伤害两个方面.本文在古斯塔夫火灾危险度法和层次分析法的基础上,采用模糊数学中的一些方法对火灾危险源进行处理.将火灾风险定义若干因子,每个因子对应火灾危险源的不同特性.通过评价得出建筑物所属的安全等级以及一定区域内建筑火灾风险的排序.在评价过程中考虑控制风险的力量,特别是消防队控制风险的力量对建筑物火灾风险的影响,使评估结果更加合理准确.该方法可以使消防部队快捷迅速的了解辖区内重要公共建筑的安全情况,以及如何合理的布置消防站点,降低城市区域风险.     

军工危险性建筑物外部安全距离美国和我国标准对比分析

针对军工危险性建筑物外部安全距离确定时药量覆盖不全面、新产品无依据、厂房用地与城市发展用地矛盾等问题,对美国标准和我国标准中安全距离的分类、确定原则、确定方法进行了对比分析,提出了对我国标准修订的建议,为我国军工危险性建筑物外部安全距离标准的制修订提供借鉴。     

基于改进N-K模型的公共建筑火灾风险耦合研究

为了弥补传统N-K模型需要大量统计数据支撑才能应用的局限性,提出了一种改进N-K模型。该模型能在缺少统计数据的情况下,结合层次分析法将事故发生概率替代为风险因素的频度进行风险耦合度计算。将此方法应用于公共建筑火灾风险耦合的研究中,结果表明:耦合风险因素越多,风险值越大;耦合风险因素相同时,建筑因素比设备因素更易造成火灾事故,人员因素比管理因素更易造成火灾事故;主观因素耦合风险比客观因素耦合风险大。分析结果与近些年发生的公共建筑火灾事故比较,关键致因风险及耦合情况与实际总体状况一致,证明了改进N-K模型具有一定理论价值。     

Quantification of the influence of life cycle parameters on the total environmental impact of steel-framed buildings

Due to the increased urgency with which environmental issues are currently being prioritized, business sectors such as construction, that have been identified as one of the largest consumers of raw materials and energy, are actively involved in research aiming to optimize construction processes and products in terms of environmental impact. Although researchers have pointed out various issues and aspects of a construction project’s delivery process that can significantly affect its environmental impact, the extent to which these issues can influence the total environmental impact of the project is unclear. The current research aims to investigate and eventually quantify the influence of a number of such parameters, utilizing an existing steel-framed building as the basis for the necessary calculations. The conclusions drawn illustrate the actual extent of the influence of the examined life cycle parameters, while also offering specific insight in regard to the determination of criteria that can be used as the basis for recommendations for similar projects.     

The ecological traces of growth: economic growth,liberalization, increased consumption—and sustainable urban development?

Using the development of the building stock and physical infrastructure as an example, this article highlights the difficulties in combining continuous economic growth in wealthy countries with the requirements of environmentally sustainable development. There are clear limits as to how far we can get by means of ‘eco-efficiency’, and the effect of a transition to less environmentally harmful types of consumption is not sufficient if the consumption volume keeps on increasing. This is particularly evident for societal processes such as the construction of buildings and the development of physical infrastructure. Increased consumption is both a result of and a precondition for economic growth. The development of the building stock and physical infrastructure in cities is a case showing that economic growth—at any rate, in the longer term—can hardly be consistent with the preservation of species, ecosystems and food-production resources. The growth in the building stock also makes it increasingly difficult to limit energy use and reduce carbon–dioxide emissions. Copyright © 2001 John Wiley & Sons, Ltd.     

高层建筑火灾风险的二级可变模糊评价

随着国民经济的迅速发展,结构复杂、人员密集的高层建筑正在逐渐增多,由于其特殊的结构形式,高层建筑火灾的性质与一般建筑火灾不同,因此,高层建筑的火灾风险评价方法是火灾安全学中的一个热门研究方向。本文以可变模糊集理论为基础,建立了一种新的高层建筑火灾风险评价模型—二级可变模糊评价模型。以某高层建筑火灾安全评价为例,运用二级可变模糊评价模型进行风险等级计算,并与其他评价方法的评价结果进行了比较分析。最后,通过变动权值,对该建筑的火灾风险等级进行了重新评价,结果表明,本文建立的模型有效,且评价结果对指标的权值依赖较小。该模型考虑了隶属度的相对性,使评价结果更为可靠,具有普遍适用性。     

松花江水利枢纽工程对哈尔滨市地下水环境影响的预测

文章从地质环境的角度阐述了哈尔滨市水利工程对地下水环境影响,及动态变化预测.一方面优质的地表水供应增加,减少地下水开采量;另一方面松花江水位升高,对地下水的补给量加大.受上述因素影响哈尔滨市地下水在不同地貌单元产生不同程度的上升,坐落在松花江漫滩上道里、原道外两区受到的影响最大.地下水水位将受到阶地地下水、松花江地表水补给,两种补给的叠加将使两区地下水明显提升4～5米,两区建筑物、特别是地下建筑物的安全受到不良影响,地下水水质也将受到江水的大量补给而改变.     

Risk-based quantitative method for determining blast-resistant and defense loads of petrochemical buildings

Petrochemical buildings are usually distributed near chemical installations and have a high risk of explosion because of the concentration of people. In order to effectively design and protect buildings against explosion, it is needed to determine the blast-resistant and defense loads reasonably. Based on the theory of risk, a triangular pyramid explosion risk model was established in this study, which combined the overpressure p, duration t, and frequency f of the explosion scene at the same time. The first principle of “acceptable cumulative frequency” and the key principle of “maximum explosion risk” were formulated. According to this method, the explosion risk of eight leakage units with 10 groups of leakage hole size and three dangerous wind directions were obtained. According to the cumulative explosion frequency curve and the explosion risk curve, blast-resistant and defense loads of the four walls were determined quantitatively. Among the four walls, the explosion overpressure were 44.0–74.5 kPa, and the corresponding duration were 34.1–39.1 ms. The cumulative explosion frequency were 2.11E−5 to 8.58E−5 times annually. The explosion risk value were 3.64E−3 to 5.35E−3 kPa·ms annually. The results indicated that it was of great importance for the calculation of the explosion risk to reasonably divide the leakage unit and determine the leakage frequency. The explosion scene and its frequency, the volume of the obstructed region, and the distance of the explosion source were the key variables that affected the explosive load. The final blast-resistant and defense load values were found in the case of the middle hole size leakage. Blast-resistant and defense loads not only met the risk acceptance standard but also considered the overpressure and the duration of explosion. At present, they have been extensively applied in the blast-resistant design and engineering transformation of buildings in SINOPEC.     

相邻木结构建筑火灾蔓延临界值研究*

为研究相邻木结构建筑火灾由已燃建筑传递至未燃建筑的临界值,利用突变理论与数值模拟分别研究相同条件下贵州省典型木结构建筑火灾发展过程中发生突变现象的临界值,并采用实验手段对前2种方法所测得的结果进行验证,从而证明尖点突变理论在相邻木结构建筑火灾蔓延临界值预测中的可行性与有效性。建立描述相邻木结构建筑火灾发展过程的能量守恒方程,通过对能量守恒方程的推导,得到相邻木结构建筑火灾突变势函数。结果表明:在相邻木结构建筑火灾发展过程中,火焰由已燃建筑传递至未燃建筑这一过程具有尖点突变的特征,计算出的火灾蔓延临界值为892.2 K;根据数值模拟找到已燃建筑传递至未燃建筑的状态,此时的临界值为881.5 K:2组简易实验测得的临界温度分别为903.2,889.8 K,与突变理论预测值和数值模拟结果相比,3种方法误差不大,因此可认为利用尖点突变对相邻木结构建筑火灾突变临界值进行预测具有可行性。