摘要
本文讨论了水平荷载、最不利活荷位置的组合、截面尺寸的选择等问题对无粘结预应力混凝土结构设计的影响,并提出了相应建议。
In this paper, the author discussed the influences on unbonded Prestressed concrete structures arising from consideration of horizontal load on the structere, the aret unfavourable combination of position of live load, the selertion of section dimension of structural members, etc. and sets forth author's recom-mendations.
出处
《结构工程师》
1997年第1期11-13,共3页
Structural Engineers
关键词
无粘结
预应力
水平荷载
钢筋混凝土结构
设计
Horizontal load, most unfavourable combination of position of live load, bearing strength, tensile stress