文章摘要
引用本文:叶荣华.框架—剪力墙刚接体系在任意水平力作用下的三次B样条加权残值法[J].福州大学学报(自然科学版),1992,(3):
框架—剪力墙刚接体系在任意水平力作用下的三次B样条加权残值法
  
DOI:
中文关键词: 任意水平力,B_3样条函数,加权残值法
英文关键词: various horizontal aoads,B_3-spline function,method of weighted residuals,
基金项目:
作者单位
叶荣华 福州大学土建系 
摘要点击次数: 465
全文下载次数: 282
中文摘要:
      对框架─剪力墙房屋结构在任意水平力作用下进行分析时.本文不采用连续栅片的假定,而以B3样条函数结合加权残值法求解.力学模型较符合实际,文中推导出求解的一整套递推公式,并以实例计算.方法简明易算.
英文摘要:
      During analyzing the frame with shear walls subjected to various horizontal loads, we don't use the habitual hypothesis of continuous paling at present, and use the method of weighted residuals with B3-spline functions in this paper, its mechanical model tally with the actual situation, the formulas provided in paper are simple and easy calcula tion. Finally, we indicate that method in this paper are desirable by analyses of example and compared with other methods.
查看全文   查看/发表评论  下载PDF阅读器
关闭