钢筋混凝土深受弯构件的抗剪性能研究
The theoretical study on the shearing Capacity of Deep Flexural Beams in bending oblique section
张丽1
作者信息
- 1. 南昌大学共青学院,江西九江332020
- 折叠
摘要
结合钢筋混凝土深受弯构件的广泛应用,总结了近年来国内外有关钢筋混凝土深受弯构件斜截面受剪性能的研究,展望了今后该领域的研究方向,以提高研究效率,促进钢筋混凝土深受弯构件斜截面抗剪性能的研究和应用。
Abstract
Combined with comprehensive application of concrete and prestressed concrete deep flexural member in bending,the study at home and abroad on the shearing performances of the deep flexural member in bending oblique section in recent years were reviewed.The further research direction in the area was respected,so as to enhance the research efficiency and promote the research and application of deep flexural member in bending oblique section.
关键词
深受弯构件/斜截面/抗剪性能/研究Key words
Deep flexuralbeam/oblique section/shearing performances/research引用本文复制引用
出版年
2012
NETL
NSTL
维普
万方数据