期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
改进纤维单元及在配筋墙体抗震研究中的应用 被引量:1
1
作者 曾森 陈再现 +2 位作者 王兴叶 王焕定 陈少峰 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2010年第8期1226-1231,共6页
为了研究配筋砌块砌体剪力墙的抗震性能,在6个配筋砌块砌体剪力墙物理试验的基础上,研究并提出了一种考虑弹塑性剪切变形的纤维模型.通过按照试验条件所进行的滞回性能数值模拟与物理试验结果的对比,表明应用所改进的纤维模型模拟计算... 为了研究配筋砌块砌体剪力墙的抗震性能,在6个配筋砌块砌体剪力墙物理试验的基础上,研究并提出了一种考虑弹塑性剪切变形的纤维模型.通过按照试验条件所进行的滞回性能数值模拟与物理试验结果的对比,表明应用所改进的纤维模型模拟计算能较好地反应配筋砌块砌体剪力墙滞回性能.分析也表明,在一定条件下普通的纤维模型对于配筋砌块砌体剪力墙滞回性能分析仍是适用的,但应用本文所研究的纤维单元计算结果更好.在此基础上,利用均匀设计法安排数值试验,回归给出了一字型配筋砌块短肢砌体剪力墙滞回性能特征参数的经验公式,建议了此类配筋砌块砌体剪力墙结构弹塑性地震反应分析的滞回规律模型. 展开更多
关键词 纤维模型 配筋砌块砌体剪力墙 弹塑性剪切变形 滞回曲线 抗震性能
在线阅读 下载PDF
Elastoplastic model for discontinuous shear deformation of deep rock mass 被引量:3
2
作者 王明洋 范鹏贤 +1 位作者 钱七虎 邓宏见 《Journal of Central South University》 SCIE EI CAS 2011年第3期866-873,共8页
Deep rock mass possesses some unusual properties due to high earth stress,which further result in new problems that have not been well understood and explained up to date.In order to investigate the deformation mechan... Deep rock mass possesses some unusual properties due to high earth stress,which further result in new problems that have not been well understood and explained up to date.In order to investigate the deformation mechanism,the complete deformation process of deep rock mass,with a great emphasis on local shear deformation stage,was analyzed in detail.The quasi continuous shear deformation of the deep rock mass is described by a combination of smooth functions:the averaged distribution of the original deformation field,and the local discontinuities along the slip lines.Hence,an elasto-plastic model is established for the shear deformation process,in which the rotational displacement is taken into account as well as the translational component.Numerical analysis method was developed for case study.Deformation process of a tunnel under high earth stress was investigated for verification. 展开更多
关键词 deep rock mass discontinuous deformation elasto-plastic model
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部