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- [2] Experimental research on concrete filled steel tubular single arch ribs with initial stress Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2010, 42 (SUPPL. 1): : 270 - 276
- [3] Calculation method of out-of-plane elastic stability bearing capacity for concrete-filled steel tubular arch bridges with circular tube ribs Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition), 2024, 54 (10): : 2930 - 2940
- [4] Research on Influence Factors of Bearing Capacity of Concrete-Filled Steel Tubular Arch for Traffic Tunnel SYMMETRY-BASEL, 2022, 14 (01):
- [5] Ultimate bearing capacity analysis of concrete filled steel tubular arch considering the initial defects' influence TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 1248 - 1251
- [6] Debonding effects on ultimate bearing capacity of single tube concrete-filled steel tubular arch bridge Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2010, 42 (12): : 1999 - 2002
- [7] Experimental study on in-plane mechanical behavior of concrete-filled steel tubular truss arch Jianzhu Jiegou Xuebao/Journal of Building Structures, 2015, 36 (12): : 116 - 124
- [8] Gravity distortion effect on shake table tests of concrete filled steel tubular single arch ribs Gongcheng Lixue/Engineering Mechanics, 2019, 36 (12): : 52 - 61
- [9] Impacts of Poisson ratio on ultimate bearing capacity of concrete filled steel tubular arch bridge Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics, 2006, 23 (01): : 128 - 131
- [10] Research on load-carrying capacity of concrete filled steel tubular dumbbell shaped rib arch under in-plane loads Gongcheng Lixue, 2009, 9 (94-104):