Cyclic behavior of in-situ exterior beam-column subassemblies with cold joint in column
详细信息    查看全文
文摘
Beam-column subassemblies with construction joint in column was tested under cyclic loading. Flexural strength ratios of the specimens were 1.2, 1.4, 1.7 and 2.0. Performance of specimens with construction joint in column under cyclic loading was compared with monolithic specimens. Significant reduction in performance was observed in specimens with construction joint in column.
NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via email.