首页|考虑墙板系统影响的钢结构模块化建筑抗倒塌性能

考虑墙板系统影响的钢结构模块化建筑抗倒塌性能

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钢结构模块化建筑是一种新兴的建筑结构体系,由多个标准的模块化单元组成,具有施工速度快、质量可控等优点.然而,目前对于模块化钢结构的研究还不够深入,特别是有关其抗倒塌性能的研究较少.通过有限元分析软件ABAQUS研究了钢结构模块化建筑在单个角模块、2个边模块和4个内模块失效时的抗倒塌性能,包括最终变形模式、荷载-位移曲线和节点内力变化等.同时,研究了墙板厚度对结构抗倒塌承载力及倒塌过程中内力重分布的影响.结果表明:3种模块失效工况下,墙板系统对结构抗倒塌承载力的贡献率均在45%~70%之间;当墙板厚度超过某个临界值后,再增加其厚度对抗倒塌贡献率的影响很小.同时,墙板厚度的增加限制了模块间连接节点拉力的发挥,甚至会导致节点内出现压力.
Collapse Resistance of Steel Structure Modular Buildings Considering the Influence of Wall Panel Systems
Steel structure modular building is an emerging architectural structural system composed of multiple standardized modular units.It has the advantages of fast construction,controllable quality.However,the current research on modular steel structures is not in-depth enough,especially in terms of their anti-collapse performance.This paper used the finite element analysis software ABAQUS to study the anti-collapse performance of steel structure modular buildings subject to the removal of a single corner module,two edge modules,and four inner modules.The final deformation mode,load-displacement curve,and internal force changes of the structure were obtained.Moreover,the influence of wall panel thickness on the anti-collapse bearing capacity and redistribution of internal force during the collapse process of the structure was studied.The results show that the contribution of the wall panel system to the anti-collapse bearing capacity of the structure ranges from 45%-70%.When the thickness of the wall panel exceeds a certain critical value,increasing its thickness has little effect on its contribution to the collapse resistance of the structure.Meanwhile,the increase in wall panel thickness limits the development of the tensile force in the module connections,and may even result in compression force in the connection.

modular steel structuresteel wall panel systemfinite element simulationanti-collapse performance

陈鑫、张惊宙、贺颖华、李国强

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广州大学 土木与交通工程学院,广州 510006

同济大学 土木工程学院,上海 200092

钢结构模块 墙板系统 有限元模拟 抗倒塌性能

国家自然科学基金广东省基础和应用基础研究基金

522081542022A1515110256

2024

建筑钢结构进展
同济大学

建筑钢结构进展

CSTPCD北大核心
影响因子:0.806
ISSN:1671-9379
年,卷(期):2024.26(10)