共 50 条
- [1] RESEARCH ON LOAD-CARRYING CAPACITY OF CONCRETE FILLED STEEL TUBULAR BATTENED COLUMNS PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 617 - 623
- [2] Experimental study on mechanic behaviors of concrete-filled steel tubular rib arch under in-plane loads Gong Cheng Li Xue/Engineering Mechanics, 2000, 17 (02): : 43 - 50
- [3] Rametric study of the ultimate load-carrying capacity of a concrete-filled steel tubular arch bridge Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2007, 35 (04): : 106 - 109
- [5] Long term load-carrying capacity of eccentrically compressed concrete filled steel tubular members ENVIRONMENTAL ECOLOGY AND TECHNOLOGY OF CONCRETE, 2006, 302-303 : 651 - 657
- [6] Parameter Analysis on Ultimate Load-carrying Capacity of CFST Arch Rib with New-type Dumbbell-shaped Section ADVANCES IN CHEMICAL, MATERIAL AND METALLURGICAL ENGINEERING, PTS 1-5, 2013, 634-638 : 3825 - 3829
- [7] Experiments for ultimate load-carrying capacity of tubular arches under five in-plane symmetrical concentrated loads and the simplified calculation meth Gongcheng Lixue/Engineering Mechanics, 2007, 24 (06): : 73 - 78
- [9] Unified solution to ultimate bearing capacity of dumbbell shaped concrete-filled steel tube arch rib with initial stress Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2012, 25 (05): : 58 - 66
- [10] Influence of filling-incompletion on in-plane bearing capacity of single concrete filled steel tubular arch ribs Jianzhu Jiegou Xuebao/Journal of Building Structures, 2015, 36 : 120 - 125