【作者】 熊夫睿； 贾启芬；

【Author】 Xiong Furui;Jia Qifen;

【机构】 天津大学机械学院；

【摘要】 根据高层建筑的特点,将其简化成在不同类型载荷下的塔式结构模型。对其纵向和横向载荷的振动响应进行了分析,给出了最高点处的响应函数;讨论了动态响应下位移响应函数的求解方法;并用有限元对高层建筑和塔式建筑的振动进行了数值分析,通过图像对比了解析解和数值解。为进一步的高层建筑结构的强度、稳定性的设计奠定了基础。更多还原

【Abstract】 According to the characters of modern skyscrapers.We simulate the building to different kinds of beams under certain loads.Meanwhile,we analyze its response with respect to both longitudinal and transverse load and calculate its corresponding displacement function of the higest position.Also,we discuss methods dealing with displacement function under dynamic load.In addition,we use finite element method solved its numerical solution and compared each result acquired from analyical and numerical method through figures.更多还原