位置：成果数据库 > 期刊 > 期刊详情页
A modified constitutive model for FRP confined concrete in circular sections and its implementation
  • 期刊名称：Zhejing Univ Sci A Appl Phy and Eng
  • 时间：2013.12.1
  • 页码：856-866
  • 相关项目：高速铁路混凝土桥墩抗震设计理论及方法研究
作者： LIU Hui|HE Minghua|LUAN Yuqi|GUO Jia|
同期刊论文项目
高速铁路混凝土桥墩抗震设计理论及方法研究
期刊论文 18 会议论文 3
同项目期刊论文
Modified Quasi-static model with Lateral Stiffness Deterioration mechanism for Self-centering Concre
自复位桥梁墩柱节点试验及其简化滞回模型
A simplified model and experimental response of self-centring bridge piers with ductile connections
自复位桥梁墩柱结构抗震性能试验研究与分析
Experimental Study on RC Beams Strengthened by a Novel Large Diameter Pre-stressed Stainless Steel W
Recent Development of Self-centering System for Seismic Design of Bridge Piers: Experimental and The
基于OpenSees的FRP约束混凝土本构开发及墩柱性能分析
软化特征可控的双参指数型约束混凝土本构及其应用
<strong>Design-oriented modeling of circular FRP-wrapped concrete columns after sustained axia
宜居型城市化发展规划要素的实证研究:以中国扬州为例. 清华大学学报, 2012. (EI 源刊录用)
带刚度退化的一种自复位混凝土桥墩简化分析模型