结构反应 meaning in English
structural response
Examples
- In order to study how the floor stiffnesses influence on the mega steel - frame structures , the results of mode 1 and mode 4 of example 1 , and those of mode 2 and mode 3 of three examples are compared . some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures , the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large . because the mega structure system has great lateral stiffness and entirety work behavior , whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe , but larger influence on the response of columns of hypo - frame
通过对算例1方案1和方案4及算例1 - 3方案2和方案3结构周期、位移和内力反应的比较，研究了楼板刚度对巨型钢框架结构反应的影响，得到如下结论：与普通钢框架的梁、柱相比，巨型钢框架中主框架的巨型梁、巨型柱截面尺寸要大得多，并且由它们组成的这种超常规的大型结构具有巨大的抗侧刚度和整体工作性能，因此，在地震作用下，考虑楼板刚度与否对巨型钢框架结构整体反应影响不大，对主框架柱位移和内力反应影响也不大，但对次框架位移和内力反应的影响相对较大。 - When the building encounters the rare earthquake , to ensure the building not to collapse during it , to correctly grasp structure ' s destroy status , to trace the whole process of the structure ' s respond and to find out the weakness of the structure ' s floors and elements , this paper carries though the pushover analysis and time history analysis of an actual structure
建筑物在遭遇罕遇地震时，为了确保“大震不倒” ，正确地了解并把握结构在地震中的破坏状况，必须追踪结构在地震时结构反应的全过程，了解结构的薄弱楼层和构件。本论文通过对某实际工程运用静力弹塑性分析和时程分析，对上述设计目标进行了分析及研究。