摘要
本文利用钢筋轻骨料混凝土剪力墙模型抗震性能试验的结果，对部分加入钢纤维的轻骨料混凝土剪力墙在反复荷载作用下的破坏过程、承载力及变形性能进行了进一步分析探讨，对在地震区使用轻骨料混凝土剪力墙作为抗震构件提出几点建议。
Based on the testing results of seismic behavior of scaled lightweight aggregate RC walls,the destruction process,bearing capacity and deformation behavior of lightweight aggregate RC walls put in steel fibre partly under reversed cyclic loading are analysed in detail in the paper.Several suggestions on using lightweight aggregate RC walls as seismic members in seismic are proposed.
出处
《建筑技术开发》
1998年第6期32-35,共4页
Building Technology Development
关键词
钢纤维
轻骨料混凝土
剪力墙
抗震性能
Steel fibre Lightweight aggregate RC Shear walls Seismic behavior
