共 50 条
- [1] ULTIMATE LOAD CARRYING CAPACITY OF STEEL ARCHES JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (12): : 2323 - 2336
- [3] Experimental study on the ultimate load carrying capacity of four-tube concrete filled steel tubular laced columns Tumu Gongcheng Xuebao, 2007, 6 (32-41):
- [4] 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
- [5] Experimental study and theoretical analysis on the ultimate load carrying capacity of four-tube concrete filled steel tubular lattice columns Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2010, 43 (09): : 55 - 62
- [7] 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
- [8] 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
- [9] 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
- [10] 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