A method for sizing design sensitivity of beamandframe structures is presented in this paper.
提出了计算梁和框架结构设计灵敏度的一种方法。
2
A reducible geometric programming is applied to general design of optimum continual beamandframe. Two span beamand steel door-frame are calculated and give satisfactory results.
将集约几何规划法应用在连续梁和刚架的主体优化设计中,计算了两跨连续梁和门式钢框架,均得到满意结果。
3
And for the framebeam end bending moment amplitude modulation factor seems embodiment its value in practice projects.