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完成了七片高强页岩砖(抗压强度等级大于MU20)组合墙体的抗侧试验,研究了竖向压应力和混凝土柱纵向钢筋配筋率对抗侧承载力的影响,分析了墙体在侧向与竖向荷载共同作用下的破坏特征及变形性能.
The anti-side tests of seven high-strength shale masonry bricks with compressive strength greater than MU20 were completed. The effects of vertical compressive stress and longitudinal reinforcement ratio of concrete columns on lateral strength were studied. Damage Characteristics and Deformation Properties Under Combined Action of Lateral and Vertical Loads.