【摘要】 结合厦门地铁吕厝站工程实例,根据时程分析法的基本原理,应用有限元建模软件Midas进行有限元建模、计算,经抗震分析可知在地震组合工况作用下,主体地下结构的相对水平位移峰值均较小,全部构件的实际配筋均满足抗震分析要求。更多还原

【Abstract】 Combining with the Lvcuo Station of Xiamen Subway example,the paper applies the finite element modeling software,Midas,to undertake the finite element modeling and calculation according to the basic principle of the time-histories analysis,and proves by the anti-seismic analysis that the relatively horizontal peak displacement of the main underground structure is relatively small and the factual reinforcement of all the components can meet the requirement of the anti-seismic analysis under the seismic combination situation.更多还原