节点文献
用剪切型-剪弯型组合模型对高层建筑结构进行动力弹塑性时程分析
Using a Shear Type and Shear-bending Type Combinative Model Solving the Problem of Ealsto-plastic Dynamic
【摘要】 在已有层模型的研究成果基础上,提出用剪切型-剪弯型组合模型来处理高层筒中筒结构和框架-剪力墙结构的动力弹塑性时程分析问题,该模型可以统一反映双重体系各自部分的剪切和弯曲弹塑性变形,更符合结构各自部分的变形特性,且对通常高层结构形式具有一定的普遍适用性.
【Abstract】 Based on the existed study achievements of the story model, a shear type and shear-bending type combinative model to manage the problem of elasto-plastic dynamic response time history analysis of multistory tube in tube structrue and frame-shear wall structure is suggested. This model can reflect the deformation of the shear and bending elasto - plastic of double system themselves unitely and possess universal application to usual multistory structure.
【关键词】 筒中筒结构;
框架-剪力墙结构;
恢复力模型;
剪切型-剪弯型组合模型;
【Key words】 tube in tube structure; frame-shear wall structure; hysteretic model; shear type and shear-bending type combinative model;
【Key words】 tube in tube structure; frame-shear wall structure; hysteretic model; shear type and shear-bending type combinative model;
【基金】 冶金工业部“有偿与资助”基金
- 【文献出处】 西北建筑工程学院学报(自然科学版) ,Journal of Northwestern Institute of Architectural Engineering , 编辑部邮箱 ,1997年01期
- 【分类号】TU973.23
- 【被引频次】7
- 【下载频次】263