论文部分内容阅读
我国抗震鉴定标准采用二级鉴定方法 ,针对第二级鉴定中的楼层综合抗震能力指数法编制了计算程序 ,通过与第一级鉴定相结合可对钢筋混凝土框架进行抗震鉴定。对不符合要求的框架可针对其中柱和梁选用加大截面法、钢构套法或粘钢法进行加固 ,程序可推荐一套柱和梁的加固方案 ,也可由用户给出柱和梁的加固方案。对加固后的框架采用楼层综合抗震能力指数法进行结构抗震验算 ,通过与加固规程中的有关规定和用户的实际工程经验相结合 ,可对钢筋混凝土框架进行较为准确、快速的抗震加固设计。软件采用了C + +语言和面向对象的编程技术 ,具有友好的人机界面
Aseismic identification standards in our country adopt the second-level identification method, and the calculation program is compiled according to the comprehensive seismic capacity index method of the second-level identification. By combining with the first-level identification, the seismic identification of the reinforced concrete frame can be made. For the unqualified frame, the column and beam can be reinforced by adopting the enlarged section method, the steel sheathing method or the sticking steel method. The program can recommend a reinforcement plan for the column and the beam, and the column and the beam can also be given by the user Reinforcement program. Seismic auditing of the strengthened frame with the integrated seismic capacity index method is adopted. Through the combination of the relevant provisions in the reinforcement procedure and the user’s practical engineering experience, the reinforced concrete frame can be more accurately and quickly designed for seismic strengthening. Software uses C + + language and object-oriented programming technology, with a friendly man-machine interface