Composite beam composed of steel and pre‐cast concrete. (Modularized Hybrid System, MHS) Part II: analytical investigation
暂无分享,去创建一个
Won-Kee Hong | Seon-Chee Park | Seungil Kim | Ki-Joon Yoon | Ho-Chan Lee | W. Hong | Seungil Kim | Jin-Min Kim | Seung-Geun Lee | Ho-Chan Lee | Ki‐Joon Yoon | Seon‐chee Park | Jin‐Min Kim | Seung‐Geun Lee
[1] B. Jurkiewiez,et al. Static behaviour of a steel–concrete composite beam with an innovative horizontal connection , 2005 .
[2] Asif Usmani,et al. Composite steel-framed structures in fire with protected and unprotected edge beams , 2007 .
[3] Lorenzo Macorini,et al. Long-term analysis of steel-concrete composite beams : FE modelling for effective width evaluation , 2006 .
[4] Yves Delmas,et al. Experimental study of bonded steel concrete composite structures , 2007 .
[5] C. S. Cai,et al. Stiffness and capacity of steel–concrete composite beams with profiled sheeting , 2005 .
[6] C. Weng,et al. Experimental Study on Shear Splitting Failure of Full-Scale Composite Concrete Encased Steel Beams , 2002 .
[7] C. S. Cai,et al. Effective width of steel–concrete composite beam at ultimate strength state , 2008 .
[8] N. E. Shanmugam,et al. Experimental study on steel-concrete composite beams curved in plan , 2000 .
[9] Jian-Sheng Fan,et al. Experimental and theoretical study of steel–concrete composite beams with openings in concrete flange , 2006 .