论文信息 - NONLINEAR THREE-DIMENSIONAL FE SOLID RESPONSE ANALYSIS OF RC COLUMNS SUBJECTED TO COMBINED PERMANENT ECCENTRIC AXIAL FORCE AND REVERCED CYCLIC TORSION AND BENDING/SHEAR - 字舞流文

NONLINEAR THREE-DIMENSIONAL FE SOLID RESPONSE ANALYSIS OF RC COLUMNS SUBJECTED TO COMBINED PERMANENT ECCENTRIC AXIAL FORCE AND REVERCED CYCLIC TORSION AND BENDING/SHEAR

Satoshi Tsuchiya | Koichi Maekawa | Kazuhiro Tsuno

[1] Comite Euro-International du Beton. Rc Elements Under Cyclic Loading: State of the Art Report , 1996 .

[2] Koichi Maekawa,et al. POST-PEAK CYCLIC RESPONSE ANALYSIS AND ENERGY DISSIPATION CAPACITY OF RC COLUMNS , 2001 .

[3] Koichi Maekawa,et al. THREE-DIMENSIONAL MODELLING OF REINFORCED CONCRETE WITH MULTI-DIRECTIONAL CRACKING , 1999 .