首页> 外文期刊>日本建築学会构造系論文集 >Experimental Study On Seismic Behavior Of Reinforced Fully Grouted Concrete Masonry Walls -Effects of lateral force, vertical axial load and presence of masonry units-
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Experimental Study On Seismic Behavior Of Reinforced Fully Grouted Concrete Masonry Walls -Effects of lateral force, vertical axial load and presence of masonry units-

机译:钢筋混凝土全灌浆砌体墙抗震性能的试验研究-横向力,竖向轴向荷载和砌体存在的影响-

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摘要

In order to investigate the effects of height of lateral forces, vertical axial loads and presence of masonry units on seismic behavior of reinforced fully grouted concrete masonry (grouted masonry) walls, twenty different wall specimens were tested under constant compression, tension and variational axial loads, and alternately repeated lateral forces. Test results indicate that the seismic behavior of grouted masonry walls is remarkably affected by the height of lateral forces as well as the values of vertical axial loads, and the grouted masonry walls have almost the same seismic resistant capacity as reinforced concrete walls.
机译:为了研究横向力的高度,垂直轴向载荷和砌体单元的存在对增强的全灌浆混凝土砌体(灌浆砌体)墙的抗震性能的影响,在恒定压缩,拉伸和轴向变化载荷下测试了二十种不同的墙体样本,并交替重复施加横向力。试验结果表明,注浆砌体墙的抗震性能受侧向力的高度以及竖向轴向载荷的影响显着,注浆砌体墙的抗震能力几乎与钢筋混凝土墙相同。

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