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
  1. 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).
  2. Jin Tiande, Rao Zhi-ying, Stress Analysis on Shoulder Beam of Open Concrete Filled Steel Tube, J. Zhejiang Building, 5 (1997).
  3. Xue Ying, Theorerical Analysis and Experimental Study on CFST Shoulder Beam Joint, D. Yanshan University, 2008.
  4. 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.
  5. 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.
  6. 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.
  7. 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).
  8. Dong Zhenping, Study on Performance and Design Method of CFST Column’s Shoulder Beam, D. Xi’an University of Architecture & Technology, 2011.
  9. 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.
  10. 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.
  11. Wang Junfeng, Experimental Study on Bearing Capacity of Double-Web Shoulder Beam Member with CFST Columns, D. Xi’an University of Architecture & Technology, 2009.
  12. 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.
  13. Yang Chengchen, Study on Behavior of CFST Column with Outer Ring Stiffeners, D. Wuhan University of Technology, 2007.
  14. 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.
  15. 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.
  16. 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.
  17. 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.
  18. Shen Zhuyan, Zheng Yi, Analysis of the Stiffness of Shoulder Beams, J. Building Structure, 29(1999) 50–52.
  19. Liu Zhicai, Dui Guan suo, The Stability on the Polystyle Columns with Shoulder Beams, J. Journal Of Nanjing University Of Science & Technology, 2001.
  20. 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.

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.