【作者】 冯新喜； 张文芳；

【Author】 Feng Xinxi;Zhang Wenfang;Taiyuan University of Technology;

【机构】 太原理工大学；

【摘要】 随着现代建筑的发展,为了满足人们居住的要求,高层建筑逐渐成为了建筑行业的主力军。在现在的结构设计中通常将下部结构的设计与上部结构的设计分离设计,这并不符合实际的建筑受力情况。以工程实例在考虑共同作用和不考虑共同作用分别建立模型,在输入3条地震波下,对于两个模型在3条波的最大包络值下进行比较,探讨了考虑相互作用后与不考虑相互作用的自振周期、变形和内力的变化。更多还原

【Abstract】 With the development of modern architecture,in order to meet the needs of people living,high-rise building has gradually become the main force in the construction industry. In the present structural design,the design of substructure and superstructure are usually separated,which does not accord with the actual situation of the building. Based on engineering examples in considering the interaction and not considering the interaction model was established in three,the input seismic wave,the comparison was carried out for the two models in the three wave of the maximum value,to consider the interaction with and without consideration of the interaction of vibration period,the deformation and internal force change.更多还原