摘要
介绍了新型X形钢支撑结构的设计方法,通过建立有限元模型,从抗侧性能与横梁挠度两方面,对比分析了新型X形支撑体系与传统X形支撑体系的差别,为新型X形支撑结构的研究和实践提供了理论依据。
With an introduction on the design methods of new X-style steel bearing structure,through establishing finite element model,and starting from two aspects of anti-lateral performance and horizontal beam deflection,the paper comparatively analyzes differences of new X-style bearing system and traditional X-style bearing system,which has provided some theoretical basis for studying and practicing new X-style bearing structure.
出处
《山西建筑》
2016年第1期64-65,共2页
Shanxi Architecture
关键词
X形支撑体系
抗侧性能
横梁挠度
水平荷载
X-style bearing system
anti-lateral performance
horizontal beam deflection
horizontal load