Rigid-plastic models for the seismic design and assessment of steel framed structures

C. Malaga-Chuquitaype; A. Y. Elghazouli; R. Bento

首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Rigid-plastic models for the seismic design and assessment of steel framed structures

【24h】

Rigid-plastic models for the seismic design and assessment of steel framed structures

机译：刚架模型用于钢框架结构的抗震设计和评估

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

This paper demonstrates the applicability of response history analysis based on rigid-plastic models for the seismic assessment and design of steel buildings. The rigid-plastic force-deformation relationship as applied in steel moment-resisting frames (MRF) is re-examined and new rigid-plastic models are developed for concentrically-braced frames and dual structural systems consisting of MRF coupled with braced systems. This paper demonstrates that such rigid-plastic models are able to predict global seismic demands with reasonable accuracy. It is also shown that, the direct relationship that exists between peak displacement and the plastic capacity of rigid-plastic oscillators can be used to define the level of seismic demand for a given performance target.

机译：本文论证了基于刚塑性模型的响应历史分析在钢结构房屋抗震评估和设计中的适用性。重新研究了钢制抗弯框架（MRF）中的刚塑性力-变形关系，并为同心支撑框架和由MRF与支撑系统组成的双重结构系统开发了新的刚塑性模型。本文表明，这种刚塑性模型能够以合理的精度预测整体地震需求。还表明，在峰值位移和刚性-塑性振荡器的塑性容量之间存在的直接关系可以用来定义给定性能目标的地震需求水平。

著录项

来源
《Earthquake Engineering & Structural Dynamics》 |2009年第14期|1609-1630|共22页
作者
C. Malaga-Chuquitaype; A. Y. Elghazouli; R. Bento;
展开▼
作者单位

Department of Civil and Environmental Engineering, Imperial College London, U.K.;

Department of Civil and Environmental Engineering, Imperial College London, U.K.;

Department of Civil Engineering and Architecture, ICST, IST, Technical University of Lisbon, Portugal;

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类
关键词
rigid-plastic analysis; moment-resisting frames; concentrically-braced frames; seismic design;

机译：刚塑性分析;抗力矩框架同心支撑的框架;抗震设计;

相似文献

外文文献
中文文献
专利

1. Seismic design and assessment of steel-concrete frame structures with welded dissipative fuses [J] . Calado Luis, Proenca Jorge M., Sio Joao Steel & Composite Structures: An International Journal . 2020,第4期

机译：焊接耗散保险丝钢混凝土框架结构的地震设计与评价
2. Assessment of European seismic design procedures for steel framed structures [J] . A. Y. Elghazouli Bulletin of earthquake engineering . 2010,第1期

机译：评估欧洲钢框架结构抗震设计程序
3. Probabilistic Seismic Response Models for Risk Assessment and Design of Steel Moment Frames with Linear Viscous Dampers [J] . Dadpour Omid, Banazadeh Mehdi Earthquake spectra . 2019,第1期

机译：线性粘滞阻尼器钢矩框架风险评估和设计的概率地震响应模型
4. COLUMN REINFORCEMENT DESIGN FOR SEISMIC AND NON-SEISMIC MOMENT-RESISTING CONNECTIONS IN STEEL FRAME STRUCTURES [C] . JEROME F. HAJJAR, ROBERT J. DEXTER North American Steel Construction Conference . 2005

机译：钢框架结构中地震和非地震力矩抵抗连接的柱增强设计
5. Numerical and experimental seismic assessment and retrofit of steel tension-only double angle braced frames designed before the implementation of detailing provisions for ductile seismic response [D] . Jiang, Yan 2013

机译：在实施延性地震响应的详细规定之前设计的仅钢制张紧双角支撑框架的数值和实验地震评估与改造
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

机译：钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
7. Rigid-plastic models for the seismic design and assessment of steel framed structures [O] . Malaga-Chuquitaype C, Elghazouli AY, Bento R 2009

机译：用于钢框架结构抗震设计和评估的刚塑性模型
8. A Network-Topological Formulation of the Analysis and Design of Rigid-Plastic Framed Structures [R] . Gonzalez-Caro, A., Fenves, S. J. 1968

机译：刚塑性框架结构分析与设计的网络拓扑公式

Rigid-plastic models for the seismic design and assessment of steel framed structures

摘要

著录项

相似文献

相关主题

期刊订阅