SRC框架-钢筋混凝土筒体混合结构简化设计方法研究
Research of the Simplified method for SRC frame-Reinforced concrete core wall hybrid structure
本文确定了型钢混凝土框架刚度退化模型，结合高层混合结构特点，对现有钢筋混凝土剪力墙和钢筋混凝土框架的刚度退化模型的选取进行了探究，并提出了混合结构体系可用基于刚度退化反应谱理论进行三阶段抗震设计。介绍了该方法的实现步骤及一些问题，并通过算例验证了该方法的适用性。
Based on test data for SRC frame, the stiffness degradation model of SRC frame is determined. Combined the model with that of Reinforced Concrete core wall and Reinforced Concrete frame, the response spectrum method based on stiffness degradation is proposed for the three-stage seismic design of frame-core wall structure. The realization step of the means is introduced and verified by a calculation illustration.
楚留声、白国良
建筑结构高层建筑建筑基础科学
混合结构，刚度退化模型，内力重分布，双重结构
hybrid structure stiffness degradation model inner force redistribution dual system
楚留声,白国良.SRC框架-钢筋混凝土筒体混合结构简化设计方法研究[EB/OL].(2008-01-21)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/200801-620.点此复制
评论