Rigid‐plastic seismic design of reinforced concrete structures
Rigid‐plastic seismic design of reinforced concrete structures
复制标题
钢筋混凝土结构的刚塑性抗震设计
DOI：
10.1002/eqe.617
复制
发表时间：
2007
期刊：
影响因子：
--
通讯作者：
M. P. Nielsen
中科院分区：
文献类型：
--
作者：
J. L. Domingues Costa;R. Bento;V. Levtchitch;M. P. Nielsen
本文提出了一种新的钢筋混凝土结构抗震设计方法--刚塑性抗震设计方法。这是一个基于非线性时程分析（NLTHA）的设计程序，适用于预期在地震事件期间在非线性范围内运行的系统。理论背景是塑性理论（刚塑性结构）。
In this paper a new seismic design procedure for Reinforced Concrete (R/C) structures is proposed—the Rigid‐Plastic Seismic Design (RPSD) method. This is a design procedure based on Non‐Linear Time‐ History Analysis (NLTHA) for systems expected to perform in the non‐linear range during a lifetime earthquake event. The theoretical background is the Theory of Plasticity (Rigid‐Plastic Structures).