Open Access
Issue |
MATEC Web Conf.
Volume 67, 2016
International Symposium on Materials Application and Engineering (SMAE 2016)
|
|
---|---|---|
Article Number | 07035 | |
Number of page(s) | 6 | |
Section | Chapter 7 Materials Application and Engineering | |
DOI | https://doi.org/10.1051/matecconf/20166707035 | |
Published online | 29 July 2016 |
- Yu Anlin, Tong Gen-shu, Test Study And Theory Analysis on the Single Web Stay Member of Open CFST with Two Main Elements, J. Industrial Construction, 28 (1998). [Google Scholar]
- Jin Tiande, Rao Zhi-ying, Stress Analysis on Shoulder Beam of Open Concrete Filled Steel Tube, J. Zhejiang Building, 5 (1997). [Google Scholar]
- Xue Ying, Theorerical Analysis and Experimental Study on CFST Shoulder Beam Joint, D. Yanshan University, 2008. [Google Scholar]
- Yu Anlin, Tong Gen-shu, On Bearing Behaviors of Single Diagonal Lacing Double Web Stay Member of Open Concrete Filled Steel Tube With Four Main Elements, J. Journal of Xi’an Highway University, 1998. [Google Scholar]
- Yu Anlin, Tong Genshu, Carrying Behaviors of Herringbone Lacing Double Web Stay Member of Open Concrete Filled Steel Tube With Four Main Elements, J. Journal of Xi’an University of Architecture & Technology(Natural Science Edition), 30(1998)112–114. [Google Scholar]
- Han Chang-biao, Key Technologies of Single-Layer Super-Storey Large Cross-Overloaded Industrial Building Structure System, D. Suzhou University of Science and Technology, 2012. [Google Scholar]
- Su Ming-zhou, Experimental Study on the Bearing Capacity of Improved Single-Web Shoulder Beam Member with Double Concrete-Filled Steel Tube Column, J. Journal of Xi’an University of Architecture & Technology(Natural Science Edition), 42(2010). [Google Scholar]
- Dong Zhenping, Study on Performance and Design Method of CFST Column’s Shoulder Beam, D. Xi’an University of Architecture & Technology, 2011. [Google Scholar]
- Wang Yajun, Test Study on Improved Type of Single Web Shoulder Beam Joint of Concrete Filled Steel Tube Column, D. Xi’an University of Architecture & Technology, 2009. [Google Scholar]
- Wang Lihu, Study on the Mechanical Behaviors of Side Column Single-Web Shoulder Beam with Two CFST Columns, D. Anhui institute of Architecture &industry, 2012. [Google Scholar]
- Wang Junfeng, Experimental Study on Bearing Capacity of Double-Web Shoulder Beam Member with CFST Columns, D. Xi’an University of Architecture & Technology, 2009. [Google Scholar]
- He Xiping, Mechanical Properties Analysis of Single-Web Shoulder Beam in Side Column of Double Steel Tube-Confined Concrete Columns, J. Journal of Anhui Institute of Architecture & Industry(Natural Science), 2013. [Google Scholar]
- Yang Chengchen, Study on Behavior of CFST Column with Outer Ring Stiffeners, D. Wuhan University of Technology, 2007. [Google Scholar]
- Wang Yi, Xia Hanqiang, Wang feng, Finite Element Analysis on Shoulder Beam of CFST With Four Main Elements in The Heavy Industrial Plant, C. The fourth strait and Hongkong steel structure technical exchange meeting, 2006. [Google Scholar]
- Wang Feng, The Design and Research on Shoulder Beam Member of Concrete Filled Steel Tube Laced Columns in the Heavy-Duty Workshop, J. Construction & Design for Project, 2011. [Google Scholar]
- Liu Zhifeng, Study on the Mechanical Behaviors of New Type Single-Web Shoulder Beam with Two CFST Columns, D. Xi’an University of Architecture & Technology, 2008. [Google Scholar]
- Zhao Feng, Mechanical Behaviors and Design Method Study of New Type Single-Web Shoulder Beam Member with CFST Columns, D. Xi’an University of Architecture & Technology, 2009. [Google Scholar]
- Shen Zhuyan, Zheng Yi, Analysis of the Stiffness of Shoulder Beams, J. Building Structure, 29(1999) 50–52. [Google Scholar]
- Liu Zhicai, Dui Guan suo, The Stability on the Polystyle Columns with Shoulder Beams, J. Journal Of Nanjing University Of Science & Technology, 2001. [Google Scholar]
- Yu Anlin, Tong Genshu, Study Conclusion and Design Proposal on Stay Member of CFST, J. Journal of Xi’an University of Architecture & Technology, 30(1998) 247–249. [Google Scholar]
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