摘要
根据钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点抗震性能试验的结果,确定了在开裂时核心区的抗剪承载力.基于MATLAB建立了钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点的神经网络模型,并根据试验结果对网络进行训练,使其具有分析和判断的功能,从而形成1种快速的设计方法.
Shear bearing capacity at the cracking kernel area is determined according to the experimental results.A neural network model of side-joints in HSRC column/frame is developed by using MATLAB.According to the experimental results,this network is trained to have the functions of analysis and discrimination,so that a quick designing method can be obtained.
出处
《兰州理工大学学报》
CAS
北大核心
2004年第6期110-112,共3页
Journal of Lanzhou University of Technology
基金
国家建设部科技攻关项目(2002 2 11)
辽宁省自然科学基金(2001101012)
关键词
钢骨高强混凝土
框架节点
抗裂承载力
BP网络
high-strength steel reinforced concrete
frame joint
shear bearing capacity
BP network
