Inelastic Displacement Response of RC Systems with Cyclic Deterioration-An Energy Approach

M. ALTUG ERBERIK; HALUK SUCUOGLU; BORA ACUN

首页> 外文期刊>Journal of Earthquake Engineering >Inelastic Displacement Response of RC Systems with Cyclic Deterioration-An Energy Approach

【24h】

Inelastic Displacement Response of RC Systems with Cyclic Deterioration-An Energy Approach

机译：循环恶化的RC系统非弹性位移响应-一种能量方法

获取原文

获取原文并翻译 | 示例

掌桥外文数据库（机构版） >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相似文献
相关主题

摘要

Inelastic displacements of reinforced concrete systems are investigated by employing an energy-based approach. A hysteresis model is developed that accounts for stiffness degradation, strength deterioration and pinching. The model is calibrated by using experimental data from literature. Inelastic displacement ratios are calculated under a specific set of ground motion records with long effective durations. The results reveal the importance of deteriorating behavior under long duration excitations, especially for short and medium period structures. The last part of the study is devoted to the introduction of a simple empirical relationship for estimating the inelastic displacement demands of degrading RC structural systems.

机译：通过采用基于能量的方法研究了钢筋混凝土系统的非弹性位移。开发了一种磁滞模型，该模型考虑了刚度下降，强度下降和挤压的情况。使用来自文献的实验数据对模型进行校准。非弹性位移比是根据一组具有较长有效持续时间的地面运动记录来计算的。结果表明，在长时间激励下，劣化行为的重要性，特别是对于中短期结构。研究的最后一部分专门介绍一种简单的经验关系，以估算退化的RC结构系统的非弹性位移需求。

著录项

来源
《Journal of Earthquake Engineering》 |2012年第8期|937-962|共26页
作者
M. ALTUG ERBERIK; HALUK SUCUOGLU; BORA ACUN;
展开▼
作者单位

Department of Civil Engineering, Middle East Technical University, Ankara, Turkey;

Department of Civil Engineering, Middle East Technical University, Ankara, Turkey;

European Laboratory for Structural Assessment, IPSC, JRC-Ispra, Italy;

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类
关键词
inelastic displacements; displacement coefficients; stiffness and strength deterioration; pinching; energy-based hysteresis model;

机译：非弹性位移位移系数刚度和强度下降;捏基于能量的磁滞模型;

相似文献

外文文献
中文文献
专利

1. Axially equilibrated displacement-based beam element for simulating the cyclic inelastic behaviour of RC members [J] . Tarquini Danilo, Almeida Joao P., Beyer Katrin Earthquake Engineering & Structural Dynamics . 2017,第9期

机译：基于轴向平衡位移的梁单元，用于模拟RC构件的循环非弹性行为
2. Performance assessment of RC frame designed using force, displacement & energy based approach [J] . Kumbhar Onkar G., Kumar Ratnesh Structural Engineering and Mechanics . 2020,第6期

机译：使用基于力，位移和能量的方法设计的钢筋混凝土框架的性能评估
3. A RESPONSE DISPLACEMENT ESTIMATION METHOD FOR ONE LUMPED MASS RC MODELS BY IDENTIFYING HYSTERESIS ENERGY COEFFICIENT [J] . KAZUTOSHI TSUTSMI 日本建築学会构造系論文集 . 1999,第523期

机译：一种确定迟滞能量系数的单集质量RC模型的响应位移估计方法
4. EVALUATION OF INELASTIC DISPLACEMENTS IN DETERIORATING SYSTEMS USING AN ENERGY-BASED APPROACH [C] . Haluk SUCUOGLU, M. Altug ERBERIK PEER Report 2004/05; International Workshop on Performance-Based Seismic Design: Concepts and Implementation; 20040628-0701; Bled(SI) . 2004

机译：基于能量的方法评估变质系统中的弹性位移
5. A study of time-dependent responses of a mechanical displacement ventilation (DV) system and an underfloor air distribution (UFAD) system; Building energy performance of the UFAD system. [D] . Yu, Jong Keun. 2010

机译：研究机械置换通风（DV）系统和地板下空气分配（UFAD）系统的时间相关响应； UFAD系统的建筑节能性能。
6. Theoretical approach to resonant inelastic x-ray scattering in iron-based superconductors at the energy scale of the superconducting gap [O] . Pasquale Marra, Jeroen van den Brink, Steffen Sykora -1

机译：铁基超导体在超导能隙能级上共振非弹性X射线散射的理论方法
7. A STUDY ON THE MAXIMUM SEISMIC RESPONSE DISPLACEMENT OF WOOD FRAME CONSTRUCTIONS : Prediction of the maximum seismic response displacement of single-mass system based on energy input ratio [O] . Takuya MAGARA, Tatsuya MIYAKE, Hiroshi ISODA, 1998

机译：木框架结构的最大地震响应位移研究：基于能量输入比预测单质量系统的最大地震响应位移
8. Shear Strength and Deformability of RC Bridges Columns Subjected to Inelastic Cyclic Displacements. [R] . Aschheim, M., Moehle, J. P. 1992

机译：非弹性循环位移作用下钢筋混凝土桥梁的抗剪强度和变形性能。

Inelastic Displacement Response of RC Systems with Cyclic Deterioration-An Energy Approach

摘要

著录项

相似文献

相关主题

期刊订阅