摘要
针对国际土木结构试验的网络化发展的趋势,研究了多层剪切型结构模型的远程协同拟动力试验方法,建立了任意选取层子结构时整体结构的动力方程,通过分析三层房屋结构不同的子结构选取方式来研究试验子结构边界条件的模拟.为了验证该试验方法,进行了四层框架结构的远程控制拟动力试验.通过两种不同的子结构选取方式进行对比分析,试验结果表明,本文提出的试验方法是可行的,也为异地不同的实验室之间同时进行数个子结构的多层房屋结构的远程协同拟动力试验提供了可能.
Aiming at the networked development of structural testing internationally, a method for testing substructures in a Multiple-Degree-of-Freedom System of shear type frame in remotely collaborative pseudo-dynamic tests was discussed, and the equations of motion in choosing testing substructures at will were derived. The simulation of the boundary condition of the substructures was carried out by analyzing a three-story building under different schemes of selecting substructures. In order to validate the above method, several pseudo-dynamic tests of a four-story frame under remote control were carried out. Contrasting the two different dividing ways of substructures, the experiments demonstrate the feasibility and viability of the method, which is helpful for the possibility of developing technologies for collaborative structural experiments, allowing two or more laboratories at geographically different locations to jointly conduct a test in a collaborative manner via Internet.
出处
《湖南大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2009年第4期19-23,共5页
Journal of Hunan University:Natural Sciences
基金
国家自然科学基金资助项目(90715036,50778068)
长江学者和创新团队发展计划资助项目(IRT0619)
关键词
拟动力试验
远程控制
多层框架结构
子结构
pseudo-dynamic testing
remote control
Multi-Dgree of Freedom (MDOF) frame structures
substructure