[1]林赞生,麦淑良.竖向荷载下框支剪力墙的内力位移分析[J].华侨大学学报(自然科学版),1987,8(4):413-422.[doi:10.11830/ISSN.1000-5013.1987.04.0413]
　Lin Zansheng,Mai Shuliang.Analysis of Internal Forces and Displacements of Shear Wall Supported by Frame and Subjected to vertical Load[J].Journal of Huaqiao University(Natural Science),1987,8(4):413-422.[doi:10.11830/ISSN.1000-5013.1987.04.0413]
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竖向荷载下框支剪力墙的内力位移分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第8卷
期数:
1987年第4期
页码:
413-422
栏目:
出版日期:
1987-10-20

文章信息/Info

Title:
Analysis of Internal Forces and Displacements of Shear Wall Supported by Frame and Subjected to vertical Load
作者:
林赞生; 麦淑良
华侨大学土木工程系; 华侨大学土木工程系
Author(s):
Lin Zansheng;  Mai Shuliang
关键词:
框支剪力墙;  位移分析;  竖向荷载;  边界条件;  内力;  应力函数;  连续方程;  交界面;  方程组;  级数解法
DOI:
10.11830/ISSN.1000-5013.1987.04.0413
摘要:
本文建立了框支剪力墙满足梁端条件的墙梁交界面连续方程,从弹性理论的角度研究了实体框支墙问题,用双向级数解法得到满足所有边界条件的理论解。计算结果与其它各种方法及实测值比较令人满意,为更好地了解框支剪力墙的受力特性进行了新的尝试。
Abstract:
Satisfying the beam conditions, continuous epuations in reference to, the juncture of shear wall and beam are established in this paper. On the basis of elastic theory, the solid wall supported by frame is studied, and the theoretical solutions which sati

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更新日期/Last Update: 2014-03-22