Design Features of Creating Security Systems Projects for Civil Engineering Objects

Y. Monakhov, M. Monakhov, A. Telny, A.P. Kuznetsova
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Abstract

The authors developed a theoretical base and proposed a methodology for designing security and safety systems for civil engineering facilities. Improving the design efficiency was achieved by optimizing the topology of placement of security and safety equipment in the premises of the facility. The methodology for optimizing topology is based on the use of causal relationships between destabilizing physical factors and types of sensors according to the physical principle of action. The proposed model, as a destabilizing factor, considers physical processes that related to certain types of objects and building structures of such objects (noise, vibration, humidity, temperature, etc.). Destabilizing factors intensity was characterized by an absolute value correlated with the reliability of the security sensors and the probability of forming an “alarm” notification under the influence of factors. The authors carried out calculations to optimize the topology of the placement of security detectors at two typical facilities, with four destabilizing factors in eight rooms at each facility. The obtained results were compared with three typical versions of security alarm equipment projects. As a result, for optimized project options, the generalized indicator was the highest for optimizing the placement of sensors. The results of the test calculations coincided with the choosing of the project of ten independent experts. The optimization concept presented in the article can be implemented as a software product for the new civil engineering facilities design.
土木工程对象创建安全系统项目的设计特点
作者为土木工程设施的安全与安全系统设计提供了理论基础和方法。通过优化设施内安防设备的布置拓扑,提高了设计效率。优化拓扑的方法是基于根据作用的物理原理使用不稳定物理因素和传感器类型之间的因果关系。所提出的模型作为一个不稳定因素,考虑了与某些类型的物体和这些物体的建筑结构相关的物理过程(噪音、振动、湿度、温度等)。不稳定因素强度的特征是与安全传感器的可靠性和在因素影响下形成“报警”通知的概率相关的绝对值。作者进行了计算,以优化两个典型设施中安全探测器的布局拓扑,每个设施的八个房间中有四个不稳定因素。将所得结果与三种典型版本的安防报警设备工程进行了比较。因此,对于优化的项目选择,优化传感器放置的广义指标是最高的。试验计算结果与10位独立专家选择的方案相吻合。本文提出的优化概念可以作为软件产品在新建土木工程设施设计中实现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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