CAJ | 학술논문

借鉴中国传统攒尖建筑外形特点，应用 APDL 参数化设计语言研制了三种不同脊线类型古亭阁参数化设计宏程序，实现了给定结构跨度 S、矢高 H、棱角数 Kn、径向节点圈数 Nx 和翘曲率 b 等参数下，三类不同建筑风格古亭阁网壳参数化设计，分析了三类古亭阁在不同结构参数、不同梁端约束时的静力性能。36种设计方案数值模拟结果表明：该种新型建筑结构的位移和应力随宏观几何参数 Kn、Nx 和约束施加位置及翘曲率 b 的增加而减小，而约束施加方式的不同对其位移和应力影响并不明显；本研究可为传统建筑风格与现代网壳结构设计相融合提供理论依据。
차감중국전통찬첨건축외형특점，응용 APDL 삼수화설계어언연제료삼충불동척선류형고정각삼수화설계굉정서，실현료급정결구과도 S、시고 H、릉각수 Kn、경향절점권수 Nx 화교곡솔 b 등삼수하，삼류불동건축풍격고정각망각삼수화설계，분석료삼류고정각재불동결구삼수、불동량단약속시적정력성능。36충설계방안수치모의결과표명：해충신형건축결구적위이화응력수굉관궤하삼수 Kn、Nx 화약속시가위치급교곡솔 b 적증가이감소，이약속시가방식적불동대기위이화응력영향병불명현；본연구가위전통건축풍격여현대망각결구설계상융합제공이론의거。
With reference to the characteristics of Chinese traditional pavilion building shape,by using parametric design language APDL,the paper developed three different ridge line types of ancient pavilions parametric design macro program,realized a given span S,vector height H,the number of edges Kn,radial nodes laps Nx and the parameter such as warp rate b,three ancient pavilions reticulated shell parametric design,and analyzed the static performance of the three ancient pavilions under different structure parameters and beam-end constraint conditions. The simulation results of 36 kinds of conditions show that the structural displacement and stress decreases with the increase of the Macroscopic geometric parameters Kn,Nx and warp rate b,and the different methods of constraints imposed on the displacement and stress effect are not obvious. The design scheme provides a theoretic basis for the design of the integration of the traditional architectural and modern net shell structure.