On earthquake-resistant reinforced concrete frame connections
On earthquake-resistant reinforced concrete frame connections
复制标题
浅谈钢筋混凝土框架的抗震连接
DOI：
10.1139/l94-032
复制
发表时间：
1994
影响因子：
1.4
通讯作者：
J. Bonacci
中科院分区：
文献类型：
--
作者：
S. Pantazopoulou;J. Bonacci
抗震钢筋混凝土框架节点的性能在过去的30年里得到了广泛的研究，但对基本物理问题的相互矛盾的解释和在定义可接受的性能标准方面的意见分歧仍然存在于连接性能和设计的几乎每个方面。本研究探讨钢筋混凝土梁柱节点在侧向荷载作用下的力学行为，目的是评估这些元件性能的参数依赖性，以利于设计。在研究过程中，来自世界各地的实验信息和一些新的分析研究结果被集体考虑，试图扩大关节力学参数描述的范围和深度。除了提高对物理问题的理解，本研究最重要的成果是制定简单的工具抗震梁柱连接设计使用一致的mec…
The behavior of earthquake-resistant reinforced concrete frame connections has been researched extensively over the past 30 years, but conflicting interpretations of the underlying physical problem and differences of opinion in defining acceptable performance criteria still pervade almost every aspect of connection behavior and design. This study explores the mechanics of reinforced concrete beam-column joints under lateral loads, with the aim to assess the parametric dependence of the behavior of these elements for the benefit of design. In the course of the study, published experimental information from around the world and results from a number of novel analytical studies are considered collectively in an attempt to broaden the scope and depth of the parametric description of joint mechanics. Apart from improved understanding of the physical problem, the most important outcome of this research is to formulate simple tools for design of earthquake-resisting beam-column connections using a consistent mec...