Research on Complex Shear Wall Bending Design
Research on Complex Shear Wall Bending Design
复制标题
复杂剪力墙受弯设计研究
DOI：
10.4028/www.scientific.net/amr.163-167.1380
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发表时间：
2010-12
期刊：
影响因子：
--
通讯作者：
曲家新
中科院分区：
文献类型：
--
作者：
傅学怡;曲家新
在参考[1]的基础上，对复杂剪力墙的抗弯设计进行了进一步的研究。结果表明，配筋分区设计属于非对称配筋设计方法。剪力墙的设计可能会导致不安全的问题
Based on reference [1], complex shear wall bending design was researched farther. It was shown that reinforcement partitioned design was belonged to asymmetric reinforcement design method. It might result in the unsafe problem that ‘shear walls were desig