[1]程文瀼.高层剪力墙设计和计算中的一些问题[J].东南大学学报(自然科学版),1986,16(5):73-79.[doi:10.3969/j.issn.1001-0505.1986.05.009]
 Cheng Wenrang.Some Problems in Design and Calculation of Highstory Shear Walls[J].Journal of Southeast University (Natural Science Edition),1986,16(5):73-79.[doi:10.3969/j.issn.1001-0505.1986.05.009]
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高层剪力墙设计和计算中的一些问题()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
16
期数:
1986年第5期
页码:
73-79
栏目:
本刊信息
出版日期:
1986-09-20

文章信息/Info

Title:
Some Problems in Design and Calculation of Highstory Shear Walls
作者:
程文瀼
南京工学院土木工程系
Author(s):
Cheng Wenrang
Department of Civil Engineering
关键词:
剪力墙 墙肢 连梁 剪切变形
Keywords:
shear wall piers coupling beams shear deformation
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1986.05.009
摘要:
本文讨论了高层剪力墙设计和计算中的四个问题:1.采用微分方程法时,墙肢的剪切变形不影响剪力墙的内力;2.剪力墙可统一地用整体性系数α来分类;3.连梁约束弯矩的分配方法;4.剪力墙设计中的一些建议。
Abstract:
The paper discusses four problems in design and calculaion of the highstory shear walls: 1) The internal forces in shear walls are not influncced by the shear deformation of the piers. 2) Shear wails can be classified by its entirety coefficient. 3) The distribution method of restrain moment for connecting beam. 4) Some proposals in the shear walls design.

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 Peng Fei,Cheng Wenrang,Lu Heyan,et al.Definition of short-limb shear walls[J].Journal of Southeast University (Natural Science Edition),2007,37(5):186.[doi:10.3969/j.issn.1001-0505.2007.02.002]
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更新日期/Last Update: 2013-05-01