CAJ | 학술논문

异形柱框架结构是近年来迅速发展起来的一种很有发展前景的新型结构体系．根据规范的方法对异形柱正截面承载力进行了分析，编写了相应的配筋程序，与PKPM相比较，结果较满意．在优化计算中，优化的目标函数为主体结构的综合造价，优化变量考虑全面，约束条件以现行规范条文为依据，并运用了多级优化的思想使得优化结果能更符合实际工程设计施工的要求，编写了异形柱框架结构多级优化程序．
이형주광가결구시근년래신속발전기래적일충흔유발전전경적신형결구체계．근거규범적방법대이형주정절면승재력진행료분석，편사료상응적배근정서，여PKPM상비교，결과교만의．재우화계산중，우화적목표함수위주체결구적종합조개，우화변량고필전면，약속조건이현행규범조문위의거，병운용료다급우화적사상사득우화결과능경부합실제공정설계시공적요구，편사료이형주광가결구다급우화정서．
Special shaped R.C. columns have been used widely in civil engineering field in recent years on account of their superi- ority. In this paper, carrying capacity of special-shaped columns under bi-directional eccentric load is discussed and programs are de- veloped as well. Compared with PKPM, the results are satisfied. The objective function is the cost of the major structure. The variables are extensive and the constraint conditions are based on the codes in force. Then, multi-level optimal design method based on the crite- ria method is introduced and grid-research method is in its search technique. Different efficient variables are set in different levels of optimal procedure, so that the optimal result conforms to the need of practical designing work. Finally, a column frame structure shaped multi-level optimization procedure is written.