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随着我国城镇化水平的进一步提高,高层建筑得到广泛应用。商住两用的小高层建筑结构常用矩形柱框剪结构和异形柱框剪结构,这两种结构形式在建筑功能、受力性能和经济性能方面各有优劣,本文以一栋商住两用小高层原型为研究对象,采用两种结构方案分别建立计算模型进行结构分析,对比其在地震作用下的力学性能和经济性能的差异性,从而为小高层商住两用建筑结构设计提供科学的依据。
With the further improvement of urbanization in our country, high-rise buildings are widely used. Small commercial and residential high-rise building structures commonly used rectangular column frame shear structure and shaped column shear structure, the two structures in the building function, performance and economic performance has its own strengths and weaknesses, this article to a commercial and residential two Using the high-level prototype as the research object, the two structural schemes were used to establish the computational model for structural analysis respectively, and to compare the difference in mechanical and economic performance under the earthquake so as to provide science for the structural design of commercial and residential buildings with small high-rise buildings The basis.