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contributor authorJian Jiang
contributor authorLiming Jiang
contributor authorPanagiotis Kotsovinos
contributor authorJian Zhang
contributor authorAsif Usmani
contributor authorFrank McKenna
contributor authorGuo-Qiang Li
date accessioned2017-05-08T21:40:57Z
date available2017-05-08T21:40:57Z
date copyrightJanuary 2015
date issued2015
identifier other%28asce%29cp%2E1943-5487%2E0000314.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59289
description abstractComputational 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
publisherAmerican Society of Civil Engineers
titleOpenSees Software Architecture for the Analysis of Structures in Fire
typeJournal Paper
journal volume29
journal issue1
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000305
treeJournal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 001
contenttypeFulltext


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