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作者:

Bai, Zhengxian (Bai, Zhengxian.) | Chen, Mingfei (Chen, Mingfei.) | Hou, Ximing (Hou, Ximing.) | Xu, Keran (Xu, Keran.) | Liu, Yumin (Liu, Yumin.) | Dai, Chunsheng (Dai, Chunsheng.) | Xu, Chao (Xu, Chao.)

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EI Scopus

摘要:

Overall elastic-plastic stability behavior of cable-stayed ultra-high strength steel (660MPa) column with welded I-section is studied by geometric and material nonlinear FEM of software ANSYS. Longitudinal residual stresses and initial imperfections are taken into consideration. The results indicate that cable-stayed type can significantly improve overall stability bearing capacity and effectively control mid-span deflection of ultra-high strength steel column. © (2012) Trans Tech Publications, Switzerland.

关键词:

Cables Civil engineering Elastoplasticity Stability Steel construction Steel heat treatment Welding

作者机构:

  • [ 1 ] [Bai, Zhengxian]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Chen, Mingfei]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Hou, Ximing]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Xu, Keran]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Liu, Yumin]Beijing Building Construction Research Institute, Beijing 100039, China
  • [ 6 ] [Dai, Chunsheng]Beijing General Municipal Engineering Design and Research Institute, Beijing 100082, China
  • [ 7 ] [Xu, Chao]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China

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ISSN: 1660-9336

年份: 2012

卷: 193-194

页码: 1352-1356

语种: 英文

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 2

ESI高被引论文在榜: 0 展开所有

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