分析循環(huán)荷載作用下鋼骨鋼管混凝土柱-資料下載頁
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【正文】 code requirements for structural concrete and mentary. Detroit (USA): American Concrete Institute。 1999.[11] Saenz LP. Discussion of ‘equation for the stress_strain curve of concrete’ by P. Desayi and S. Krishnan. J Am Concr Inst 1964。61:1229–35.[12] Hu HT, Schnobrich WC. Constitutive modeling of concrete by using nonassociated plasticity. J Mater Civ Eng 1989。1(4):199–216.[13] Mander JB, Priestley MJN, Park R. Theoretical stress–strain model for confined concrete. ASCE J Struct Eng 1988。114(8):1804–26.[14] Han LH, Yao GH, Zhao XL. Tests and calculations of hollow structural steel (HSS) stub columns filled with selfconsolidating concrete (SCC). J Constr Steel Res 2005。61(9):1241–69.[15] ASCE. ASCE task mittee on concrete and masonry structure. New York:State of the Art Report on Finite Element Analysis of Reinforced Concrete, ASCE。 1982.[16] Guo ZH. Strength and constitutive relation of concrete. Chinese Building Industry Press。 2003.[17] Dai X, Lam D. Numerical modeling of the axial pressive behaviour of short concretefilled elloptical steel columns. J Constr Steel Res 2010。66:931–42.[18] Han LH, Yao GH, Tao Z. Performance of concretefilled thinwalled steel tubes under pure torsion. Thinwalled struct 2007。45:24–36.[19] Hassanein MF. Numerical modeling of concretefilled lean duplex slender stainless steel tubular stub columns. J Constr Steel Res 2010。66:1057–68.內(nèi)容總結(jié)（1）分析循環(huán)荷載作用下鋼骨鋼管混凝土柱（SRCFST）
許昌，?，魏有儀B，燕春云B
摘要 一種新的復合柱形，鋼筋鋼管混凝土柱鋼（SRCFST）已經(jīng)提出了更高的負載進行（2）分析循環(huán)荷載作用下鋼骨鋼管混凝土柱（SRCFST）
許昌，?，魏有儀B，燕春云B
摘要 一種新的復合柱形，鋼筋鋼管混凝土柱鋼（SRCFST）已經(jīng)提出了更高的負載進行
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