摘要
通过理论分析及数值计算 ,首先对框架结构施工仿真分析的几种常用计算模型进行了比较及分析 ,指出各自的特点及存在的问题 .其次 ,针对框架结构仿真 ,本文在总结前人工作的基础上提出一种新的计算模型 .该模型将整个结构分为基本结构和递推结构两部分 ,采用子结构矩阵位移法来分析 .基本结构及前阶子结构对后阶子结构的影响通过弹性约束来模拟 .最后通过数值计算 。
Through theoretical analysis and numerical calculation, comparison and analysis is carried out of the models often used with the frame structure on construction emulation analysis. The characteristics and problems of the models were pointed out.Based on the work of previous researchers,this paper also points out a new model. According to the model the whole structure is divided into base structure and recurrence structures and used substructural matrix-displacement method to analysis. The effects of base structure or former substructures on later substructures were emulated by elastic restrains. Numerical example shows that the model was not only practical,but also easy to deal with in numeric preparatory.
出处
《西安建筑科技大学学报(自然科学版)》
CSCD
2001年第3期299-302,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
施工仿真
框架结构
递推计算
子结构
construction emulation
frame structure
recurrence calculation
substructure