双向受弯构件斜截面受剪性能理论研究  

The theoretical study on the shearing performances of the reversible member in bending oblique section

作　　者：涂斌[1] 余丽 周德强 

机构地区：[1]南昌大学建筑工程学院 [2]江西省建设职业技术学院 [3]中国瑞林工程有限公司

出　　处：《山西建筑》2008年第23期73-74,共2页Shanxi Architecture

摘　　要：结合混凝土及预应力混凝土双向受弯构件的广泛应用,总结了近年来国内外有关双向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,促进双向受弯构件斜截面的研究和应用。Combined with comprehensive application of concrete and prestressed concrete reversible member in bending, the study at home and abroad on the shearing performances of the reversible 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 reversible member in bending oblique section.

关 键 词：双向受弯构件 斜截面 受剪性能 研究 

分 类 号：TU312[建筑科学—结构工程]