摘要
目的通过运用概念设计的方法,指出了钢管混凝土核心柱、异型钢筋混凝土柱、门式刚架节点在设计上的不足,提出了改善其不足的办法.方法通过对结构基本概念的阐述,运用简单的力学原理和概念设计的方法,分析了钢管混凝土核心柱、异型钢筋混凝土柱、门式刚架节点的受力状态,指出其受力不合理之处.结果通过分析表明钢管混凝土核心柱和异型钢筋混凝土柱及门式刚架节点存在着受力不合理之处,影响了结构的发展和使用.结论在指出钢管混凝土核心柱和异型钢筋混凝土柱及门式刚架节点设计的缺陷后,提出了新的结构形式,经过初步分析,该新形式更为合理,为工程的应用奠定了基础.
Based on the simple principle of mechanics and the way of concept design, the analyses have been carried out concerning the disadvantages of circular steel tube compile columns filled with reinforced concrete, the application shortcomings of steel reinforced concrete (S. R. C) columns with special cross-section and the problem of joints of portal frame design. At the same time a new method has been suggested to rectify those problems. This is done by means of setting simple principle of mechanics and the way of concept forth the basic concept of structure, making use of the design, analyzing the under-force state of circular steel tube compile columns filled with reinforced concrete and steel reinforced concrete (S. R. C) columns with special cross-section and pointing out the unreasonable points. As a result, the development and application of structure are handicapped because of their weak points. So a new structure type has been brought forward accordingly. The new type is more reasonable and sets a solid foundation for industrial application.
出处
《沈阳建筑大学学报(自然科学版)》
EI
CAS
2006年第1期30-34,共5页
Journal of Shenyang Jianzhu University:Natural Science
基金
辽宁省自然科学基金资助(20031001)
关键词
概念设计
钢骨-钢管混凝土柱
异型钢骨混凝土柱
门式刚架
结构创新
concept design, circular steel tube composite column filled with steel reinforced concrete, steel reinforeed eonereted eolumn with speeial shaped eross-seetion, portal frame, strueture innovation