首页> 外文OA文献 >OpenSees software architecture for the analysis of structures in fire
【2h】

OpenSees software architecture for the analysis of structures in fire

机译:Opensees软件架构,用于分析火灾中的结构

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

Computational modeling of structures subjected to extreme static and dynamic loads (such as snow, wind, impact, and earthquake) using finite-element software are part of mainstream structural engineering curricula in universities (at least at graduate level), and many experts can be found in industry who routinely undertake such analyses. However, only a handful or institutions around the world teach structural response to fire (at any level) and only a few of the top consulting engineers in the world truly specialize in this niche area. Among the reasons for this are the lack of cheap and easily accessible software to carry out such analyses and the highly tedious nature of modeling the full (often coupled) sequence of a realistic fire scenario, heat transfer to structure and structural response (currently impossible using a single software). The authors in this paper describe how finite-element software can be extended to include the modeling of structures under fire load. The added advantage of extending existing finite-element codes, as opposed to creating fire-specific applications, is due to ability to perform multihazard type analysis, e.g., fire following earthquake. Due to its open source nature and object-oriented design, the OpenSees software framework is used for this purpose. In this work, the OpenSees framework, which was initially designed for the earthquake analysis of structures, is extended by the addition of new concrete classes for thermal loads, temperature distributions across element cross sections, and material laws based on Eurocodes. Through class and sequence diagrams, this paper shows the interaction of these classes with the existing classes in the OpenSees framework. The performance of this development is tested using benchmark solutions of a single beam with finite stiffness boundary conditions and a steel frame test. The results from OpenSees agree well with analytical solutions for the benchmark problem chosen and provide reasonable agreement with the test. The experience with OpenSees so far suggests that it has excellent potential to be the basis of a unified software framework for enabling computational modeling of realistic fires, and further work is continuing towards the achievement of this goal. The extensions made to OpenSees described in this work, in keeping with the open source ideals of the framework, have been included in the current OpenSees code and are available for researchers and practicing engineers to test, develop, and use for their own purposes.
机译:使用有限元软件对承受极端静态和动态载荷(例如雪,风,冲击和地震)的结构进行计算建模是大学(至少在研究生级别)主流结构工程课程的一部分,并且可以在行业中经常进行此类分析的人员。但是,世界上只有极少数的机构或机构教授火灾的结构响应(任何级别),而世界上只有极少数顶级咨询工程师真正专注于这一利基领域。造成这种情况的原因包括缺乏进行此类分析的廉价且易于访问的软件,以及对真实火灾场景的完整(通常是耦合的)序列进行建模,对结构的热传递和结构响应(目前无法使用单个软件)。本文的作者描述了如何扩展有限元软件以包括火灾荷载下的结构建模。与创建特定于火灾的应用程序相比,扩展现有有限元代码的附加优势是由于能够执行多灾种类型分析,例如地震后火灾。由于其开源特性和面向对象的设计,因此将OpenSees软件框架用于此目的。在这项工作中,最初为结构的地震分析而设计的OpenSees框架通过添加新的混凝土类别来扩展,这些类别用于热负荷,单元横截面的温度分布以及基于欧洲规范的材料定律。通过类图和序列图,本文显示了这些类与OpenSees框架中现有类的交互。使用具有有限刚度边界条件的单梁基准测试解决方案和钢框架测试来测试此开发的性能。 OpenSees的结果与所选基准问题的分析解决方案非常吻合,并与测试提供了合理的一致性。迄今为止,OpenSees的经验表明,它具有成为统一软件框架的基础的巨大潜力,该框架可用于对真实火灾进行计算建模,并且朝着实现这一目标的方向继续进行进一步的工作。为了与框架的开源理想保持一致,本文对OpenSees进行了扩展,这些扩展已包含在当前的OpenSees代码中,可供研究人员和实践工程师测试,开发和使用,以用于他们自己的目的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号