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高温下具有弹性支座钢构件的动力稳定荷载

Critical Load of Dynamic Stability of Steel Structure Members with Elastic Support Abutments in High Temperature Conditions

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【作者】 孙强吴经纬

【Author】 SUN Qiang1,2,WU Jing-wei1 (1.State Key Laboratory of Fire Science University of Science and Technology of China,Hefei 230026,China;2.College of Civil Engineering of Anhui Institute of Architectural and Industry, Hefei 230601,China)

【机构】 安徽建筑工业学院土木工程学院中国科学技术大学,火灾科学国家重点实验室

【摘要】 根据弹性稳定理论原理研究了弹性支座钢构件在高温环境下的动力特性问题,导出了高温下杆件的动力稳定临界荷载计算式,并讨论了保护层厚度、长细比、阻尼、材料特性等因素对杆件动力稳定临界荷载的影响,探讨了在实际工程中如何减小结构失稳的问题,可为钢结构抗火设计提供参考.

【Abstract】 The problems of dynamic character of steel structure members under the fire state are studied by the elasticity stability theory.The calculating formulas for critical load of dynamic stability of steel structure members in fire conditions are conducted,and the effects of insulation thickness,ratio of length and thin,damping,material character,etc.on the critical load are studied.How to reduce the structural instability of members in practical projects are discussed.It is hoped that these may prove to be some value in steel structure resist fire design.

【基金】 国家自然科学基金项目(50976001);中国科学技术大学火灾科学国家重点实验室开放课题(HZ2008-KF05);安徽省教育厅自然科学基金重大项目(ZD2007007-1)
  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,2010年05期
  • 【分类号】TU391
  • 【下载频次】67
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