摘要
本文把钢筋混凝土框架的优化设计问题表示为一般的极值求解问题,避免了以往采用的复杂优化理论,易于为工程人员接受,文中采用了一种可行性调整,从而反收敛条件与目标函数联系起来.本文方法对于工程实际中设计变量不多的情况尤为方便.文后给出算例.
This paper expresses the design of reinforced concrete frames as solving ordinary extreme problem so as to avoid complex optimum theory.The adjust- ment of feasibility is adopted to connect the condition of convergence with objective function. This method is acceptable for engineers and convenient for the design with a few variables in practical engineering. Examples are also given.
出处
《华侨大学学报（自然科学版）》
CAS
1989年第1期42-49,共8页
Journal of Huaqiao University(Natural Science)
