Simulation of Concrete‐Frame Collapse due to Dynamic Loading
暂无分享,去创建一个
[1] Kimiro Meguro,et al. FRACTURE ANALYSES OF CONCRETE STRUCTURES BY THE MODIFIED DISTINCT ELEMENT METHOD , 1989 .
[2] P. A. Cundall,et al. A Computer Model for Simulating Progressive , 1971 .
[3] D. Fanella. Fracture and failure of concrete in uniaxial and biaxial loading , 1990 .
[4] DISTINCT ELEMENT ANALYSIS OF DRY ROCK AVALANCHES , 1990 .
[5] Wai-Fah Chen. Plasticity in reinforced concrete , 1982 .
[6] Sia Nemat-Nasser,et al. Compression‐induced microcrack growth in brittle solids: Axial splitting and shear failure , 1985 .
[7] P. Cundall. A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .
[8] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[9] Motohiko Hakuno,et al. GRANULAR ASSEMBLY SIMULATION WITH CUNDALL's MODEL FOR THE DYNAMIC COLLAPSE OF THE STRUCTURAL FOUNDATION , 1987 .
[10] 伯野 元彦,et al. Modified distinct element method simulation of dynamic cliff collapse. , 1990 .
[11] Motohiko Hakuno,et al. APPLICATION OF THE DISTINCT ELEMENT METHOD TO THE NUMERICAL ANALYSIS OF DEBRIS FLOWS , 1991 .