Connection Performance in Steel–Concrete Composite Truss Bridge Structures
暂无分享,去创建一个
[1] A. Bouchaïr,et al. Connection in Steel-Concrete Composite Truss , 2012 .
[2] Ton-Lo Wang,et al. Studies of In-Plane Ultimate Loads of the Steel Truss Web-RC Composite Arch , 2014 .
[3] Chang-Su Shim,et al. Experiments on a Continuous Composite Truss Bridge with Concrete-Filled Lower Chords , 2016 .
[4] Josef Machacek,et al. Composite steel and concrete bridge trusses , 2011 .
[5] Jian-Sheng Fan,et al. Shear capacity of 3D composite CFT joints subjected to symmetric loading condition , 2015 .
[6] Jun He,et al. Experimental and analytical study on fatigue behavior of composite truss joints , 2013 .
[7] Fa-xing Ding,et al. Unified calculation method and its application in determining the uniaxial mechanical properties of concrete , 2011 .
[8] Li Zhu,et al. Beam-Truss Model of Steel-Concrete Composite Box-Girder Bridges , 2014 .
[9] Josef Machacek,et al. Longitudinal shear in composite steel and concrete trusses , 2009 .
[10] Robert J. Connor,et al. Experimental and Numerical Evaluation of the Postfracture Redundancy of a Simple Span Truss Bridge , 2014 .
[11] Lingyu Zhou,et al. Experimental Research on End Joint of Steel-Concrete Composite Truss , 2012 .