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Spatial Coupling Analysis between Color Steel Buildings, Urban Hot Spot and Fire Point —a Case Study of Lanzhou

机译：彩钢建筑，城市热点与消防点的空间耦合分析 - 兰州案例研究

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Liya Gao; Yikun Li; Shuwen Yang; He Song;
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机译：建筑物加油站发生火灾的城市空间风险评估案例研究：乌干达坎帕拉市卢巴加分部
3. Analysis on Spatial and Temporal Evolution Characteristics of National Land Structure of the Lanzhou-Xining Urban Agglomeration in the Upper Reaches of the Yellow River [J] . Xiaoying Nie, Kaiming Li, Wanzhuang Huang, E3S Web of Conferences . 2021,第a期

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4. Research on Spatial Distribution of Potential Fire Spots and Risk Assessment in Urban Areas - Case Study of Gulou District, Fuzhou, China [C] . Zhan Qingming, Zhou Jun 2011 International Conference on Management and Service Science . 2011

机译：城市潜在火灾点的空间分布与风险评估研究-以福州市鼓楼区为例
5. A Monte Carlo solution for the combustion hot spot analysis in a floor-fired box furnace. [D] . Duvvi, Prasanna Kumar Lakshmi. 2008

机译：用于落地箱式炉中燃烧热点分析的蒙特卡洛解决方案。
6. The spatial coupling effect between urban street network’s centrality and collection delivery points: A spatial design network analysis-based study [O] . Muhammad Sajid Mehmood, Gang Li, Annan Jin, 2021

机译：城市街道网络中心地位和收集与交付点之间的空间耦合效应：基于空间设计网络分析的研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。

Spatial Coupling Analysis between Color Steel Buildings, Urban Hot Spot and Fire Point —a Case Study of Lanzhou

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