CAJ | 학술논문

以某实际工程为例,深入分析了在考虑建筑功能转变的情况下,剪力墙结构布置的安全性和经济性. 文章采用YJK软件进行建模计算,对常规剪力墙设计方案和考虑建筑改造的优化方案进行对比. 结果表明:优化方案的受力变形情况均能满足规范要求,即技术上是可行的;2种方案的总造价相差无几,说明优化方案是经济合理的. 同时,优化方案还能为建筑后期结构改造提供更为灵活可调的空间,充分发挥建筑的潜力,为建筑结构设计提供新思路.
이모실제공정위례,심입분석료재고필건축공능전변적정황하,전력장결구포치적안전성화경제성. 문장채용YJK연건진행건모계산,대상규전력장설계방안화고필건축개조적우화방안진행대비. 결과표명:우화방안적수력변형정황균능만족규범요구,즉기술상시가행적;2충방안적총조개상차무궤,설명우화방안시경제합리적. 동시,우화방안환능위건축후기결구개조제공경위령활가조적공간,충분발휘건축적잠력,위건축결구설계제공신사로.
This paper, taking an actual project for an example, discusses the security and economy of shear walls considering architectural function transformation.This paper adopts the YJK software to build nu-merical models and compares the normal shear wall scheme with the optimization scheme considering func-tion transformation.The results show that the stress and deformations of shear walls meet standard require-ments,and thus it is feasible in technology.The total cost for the two schemes is of little difference,which proves the optimization scheme is feasible.The optimization provides leeway for structure modification and gives full play to the architectural potential,which ushers in a new idea for structure design.