摘要
分析采用荷载平衡法设计无粘结预应力混凝土楼板的基本原理,详细论述了等效荷载的计算过程,给出了无粘结预应力混凝土楼板的设计步骤,得出了一些有益的结论和建议。
It analyses the fundamental theory of designing the unbonded prestressed concrete floor by the method of load equilibrium, discusses the caculating process of equivalent loads, gives the procedure of designing unbonded prestressed concrete floor, and obtains some useful conclutions and advices, which are provided with reference in similar projects.
出处
《黑龙江工程学院学报》
CAS
2005年第2期17-19,共3页
Journal of Heilongjiang Institute of Technology
关键词
无粘结预应力混凝土
内力
荷栽平衡法
unbonded prestressed concrete
force
method of load equilibrium