节点文献
高层框-剪结构中框架地震内力的确定
Determination of Seismic Forces Acting onFrame in High-rise Frame-Shear Wall Structures
【摘要】 通过模型试验及分析找出框架最不利地震内力状态,给出各种情况下框架楼层地震剪力修正系数,由此提出一种考虑剪力田刚度退化框.剪结构框架地震层剪力的实用计算方法。
【Abstract】 Based on the experimental data and analysis, the seismic internal forces of the frame under themost unfavourable condition in high-rise frame-shear wall structure have been obtained. Coefficientsof correction for the seismic force acting on the frame of such high-rise structure are presented, anda practical method for calculating the seismic forces acting on these frames in consideration of thedeterioration of the stiffnesses of shear walls has been put forward.
【关键词】 框-剪结构;
框架剪力;
修正系数;
【Key words】 frame-shear wall structure; shear force of frame; coefficient of correction;
【Key words】 frame-shear wall structure; shear force of frame; coefficient of correction;
【基金】 山东省教委科研项目
- 【文献出处】 建筑结构学报 ,JOURNAL OF BUILDING STRUCTURES , 编辑部邮箱 ,1999年03期
- 【分类号】TU352.1
- 【被引频次】53
- 【下载频次】387