摘要
研究了不同预应力施工顺序和建造方法的Ⅱ类截面预应力钢－混凝土组合梁受弯承载力的弹性分析和弹塑性分析方法，给出了计算弹性和塑性极限荷载的基本方程．计算结果和试验结果较为吻合，可供设计与施工参考．
Some simplified methods for the elastic and clasto-plastical analysis of prestressed compostie steel-concrete girders with different scqucnce of prestressing, different construction methods, and with classll sections, were studyed in this paper. Equations were provided for the calculation of the yield or cracking load and ultimate capacity of the girders. The cal culation results were good with the test results. These methods can be used as a reference for the designing and results construction.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2000年第1期56-61,共6页
Journal of Fuzhou University(Natural Science Edition)
基金
福建省科委资助!98Z37
