论文部分内容阅读
运用非线性规划中的复形法，对消能支撑框架结构中消能支撑的参数进行了优化，编制了适用性较好的计算机程序，并以一个6层钢筋混凝土框架作为其例，给出了在不同层间位移角限值下的优化结果．
Using the complex method in nonlinear programming, the parameters of the energy dissipation support in the energy dissipation support frame structure were optimized, and a computer program with good applicability was compiled, and a 6-story reinforced concrete frame was taken as an example. The optimization results under different displacement angles between different layers.