Using test and computer simulation, stirrup spacing affected on the concrete structure durability has been analyzed.
采用试验与计算机仿真分析箍筋间距对混凝土结构耐用性的影响。
The ductility, deformation and energy dissipation of shear wall are affected by some factors, including embedded columns or flange columns, welded bar-mesh reinforcement or binding bar-mesh reinforcement and the change of stirrup spacing for embedded columns.
重点分析探讨了采用暗柱或翼缘柱、采用焊接网或绑扎网及暗柱箍筋间距的变化等对剪力墙的延性、变形能力、能量耗散能力等的影响。
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