Techno Press
Techno Press

Steel and Composite Structures   Volume 22, Number 1, September20 2016, pages 45-61
DOI: http://dx.doi.org/10.12989/scs.2016.22.1.045
 
Research on anti-seismic property of new end plate bolt connections - Wave web girder-column joint
Haotian Jiang, Qingning Li, Lei Yan, Chun Han, Wei Lu and Weishan Jiang

 
Abstract     [Full Text]
    The domestic and foreign scholars conducted many studies on mechanical properties of wave web steel beam and high-strength spiral stirrups confined concrete columns. Based on the previous research work, studies were conducted on the anti-seismic property of the end plate bolt connected wave web steel beam and high-strength spiral stirrups confined concrete column nodes applied with pre-tightening force. Four full-size node test models in two groups were designed for low-cycle repeated loading quasi-static test. Through observation of the stress, distortion, failure process and failure mode of node models, analysis was made on its load-carrying capacity, deformation performance and energy dissipation capacity, and the reliability of the new node was verified. The results showed that: under action of the beam-end stiffener, the plastic hinges on the end of wave web steel beam are displaced outward and played its role of energy dissipation capacity. The study results provided reliable theoretical basis for the engineering application of the new types of nodes.
 
Key Words
    wave web steel beam - column node; high strength bolts; quasi-static test; anti-seismic property
 
Address
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China.
 

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