摘要
根据４根有粘结预应力混凝土两跨连续梁的试验和分析，研究了其次弯矩和内力重分布的特点，提出了极限强度计算中的弯矩调幅和使用荷载作用下抗裂性能控制方法的建议。
In this paper, based on the experiments and analysis of four bonded prestressed concrete two - span continuous beams, the characteristics of secondary moment and internal force redistribution are investigated. The suggestions of moment ampli- tude modulation in ultimate strength computation and the control method for cracking behavior under service loading are pre- sented.
出处
《土木工程学报》
EI
CSCD
北大核心
1999年第2期22-27,共6页
China Civil Engineering Journal
基金
国家自然科学基金
关键词
预应力
混凝土连续梁
次弯矩
内力重分布
试验
prestressed concrete continuous beam, secondary moment, internal force redistribution, experiments and analysis
