摘要
随着经济的快速发展和时代的进步,城乡一体化不断推进,我国各行各业都面临着机遇和挑战,建筑行业也不例外。随着城市规划发展的细致化,高层建筑越来越多,但我国的高层建筑还存在许多不足,尤其是高层建筑结构力学分析方法还不够成熟。我国比较重视经验,相对于国外重视实验和研究不同,所以在高层建筑结构力学分析方法的理论层面研究仍落后于国外。分析常微分方程求解器、有限条法和样条函数法的分析方法,探讨分区混合有限元、高层建筑结构弹塑性动力和最优化理论的结构分析方法,以提升高层建筑结构力学的研究。
With the rapid economic development and the progress of the times,the integration of urban and rural areas has been continuously promoted. All walks of life in our country are faced with opportunities and challenges,and the construction industry is no exception. With the careful development of urban planning and the increasing number of highrise buildings,there are still many shortcomings in our country 's high-rise buildings. In particular,the structural analysis of high-rise buildings is not yet mature enough. Our country pays more attention to the experience,compared with the foreign emphasis on experiment and research,so the research on the mechanics of high-rise building structural mechanics still lags behind abroad. The ordinary differential equation solver was analyzed,the finite strip method and the spline method were explored,high-rise building structure elasto-plastic dynamic and optimization theory were analyzed to enhance the high-rise building structural mechanics.
引文
[1]高文君.高层建筑结构力学分析方法探析[J].黑龙江科技信息,2013,21(10):102-106.
[2]汤来福,张连花.现代高层建筑结构力学分析方法[J].工程设计,2015,21(10):112-116.