【摘要】 随着建筑技术发展,建筑形式日趋多样化。连体建筑由于其宏伟的气势、现代化的气息而被建筑师们所喜爱。连体结构在地震作用下的反应远比单体结构和无连体结构复杂得多,其动力特性、受力机理和动力响应等值得研究。连体结构的研究对该类结构形式今后的发展具有重要的理论意义。本文对一大跨钢框架斜向连体结构模型作出不断变化,建立2组算例,采用时程分析方法进行结构动力分析,求解结构的动力特性及响应,并作比较分析,对连体结构概念设计具有参考意义。更多还原

【Abstract】 With the development of technology,the types of architecture become more and more diversified.The architects like to design the connected architectures because of their magnificent figuration and modern feeling.The analysis about the dynamic property,stress mechanism and dynamic response are worth being carried out for further studies.It is important to do some researches for the development of the connected structures.In this paper,based on the change of one long span steel incline connected structure,two groups of examples are founded and the dynamic analysis method is used to compute the dynamic characteristics and responses.These conclusions will be of more significance to concept design of connected structures.更多还原