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Performance-Based Fire Design for Composite Steel-Concrete Buildings with Consideration of Natural Fire Models.

机译:考虑自然火灾模型的钢结构混凝土复合建筑基于性能的火灾设计。

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摘要

Performance-based structural fire design provides a rational methodology for designing modern buildings with cost-effective solutions. However, fire engineering in the United States still largely relies on design at the component level using prescriptive approaches. With performance-based approach, there is an opportunity to benefit from increased flexibility and reduced cost in the design, but these advantages need to be explicitly described and disseminated to promote the shift in paradigm. This thesis has two primary objectives: (a) to investigate a scenario-based fire modeling to derive realistic natural fire curves to be used in a performance-based design (PBD), and (b) to investigate and confirm that PBD in the U.S. can lead to a more efficient design for fire.;Compared with code based time-temperature curves, natural fire time-temperature curves provide a more realistic evolution of fire temperature over time. In this thesis, the Dalmarnock fire test, together with the two-zone fire model software CFAST, is used as a test-bed to illustrate the characteristics of a natural fire. An algorithm has been developed to guide the designer to formulate different fire scenarios and generate a set of scenario-based fire curves.;In the second part of the thesis, a comparative analysis is conducted on a multi-story steel-concrete building designed following the performance-based and the U.S. prescriptive approaches. The steel-concrete composite structure allows taking advantage of tensile membrane action in the slab during fire, and therefore removing the fire protection on secondary beam elements. The nonlinear finite element software SAFIRRTM is used to model the behavior of the building under the standard ASTM fire and a natural fire determined using the two-zone fire model CFAST. The numerical simulations show that PBD can be used to achieve the required level of safety currently enforced in the U.S. prescriptive guidelines, while providing an opportunity for cost reduction in fire protection material.
机译:基于性能的结构防火设计为采用成本有效的解决方案设计现代建筑提供了一种合理的方法。但是,美国的消防工程仍然很大程度上依赖于使用规定性方法的组件级设计。使用基于性能的方法时,有机会从设计中增加的灵活性和降低的成本中受益,但是需要明确描述和传播这些优点,以促进范式的转变。本论文有两个主要目标:(a)研究基于情景的火灾模型,以得出要用于基于性能的设计(PBD)的逼真的自然火灾曲线,以及(b)研究并确认美国的PBD与基于代码的时间-温度曲线相比,自然火灾时间-温度曲线提供了更真实的火灾温度随时间变化的信息。本文将达拉玛诺克火灾测试与两区域火灾模型软件CFAST一起用作试验场,以说明自然火灾的特征。开发了一种算法来指导设计者制定不同的火灾场景并生成一组基于场景的火灾曲线。在论文的第二部分中,对多层钢混凝土建筑进行了对比分析,其设计如下:基于绩效的方法和美国的规定性方法。钢-混凝土复合结构允许在火灾期间利用板中的拉伸膜作用,因此取消了副梁单元的防火保护。非线性有限元软件SAFIRRTM用于在标准ASTM火灾和使用两区火灾模型CFAST确定的自然火灾下对建筑物的行为进行建模。数值模拟表明,PBD可用于达到目前美国规范性指南中所要求的安全水平,同时为降低防火材料的成本提供了机会。

著录项

  • 作者

    Fang, Chenyang.;

  • 作者单位

    State University of New York at Buffalo.;

  • 授予单位 State University of New York at Buffalo.;
  • 学科 Civil engineering.;Architecture.
  • 学位 M.S.
  • 年度 2017
  • 页码 89 p.
  • 总页数 89
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:38:44

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