OpenSees 混合模拟试验技术发展与应用

何政; 蒋碧聪

doi:10.6052/1000.0992-11-080

OpenSees 混合模拟试验技术发展与应用

doi: 10.6052/1000.0992-11-080

何政^1,2, ,,
蒋碧聪¹

1 大连理工大学土木工程学院, 大连 116024
2 东北大学资源与土木工程学院, 沈阳 110004

基金项目: 国家自然科学基金项目(90915005, 51161120359)和教育部新世纪优秀人才项目(NCET-08-0096) 资助

详细信息

作者简介:
何政, 男, 博士, 教授, 博士生导师, 1971 年出生于安徽巢湖市. 1994 年毕业于哈尔滨建筑大学建筑工程专业, 获工学学士学位, 2000 年毕业于哈尔滨工业大学工程力学专业并获工学博士学位, 2003 年于哈尔滨工业大学土木工程博士后流动站出站. 1996 年在哈尔滨建筑大学(2000 年6 月合并入哈尔滨工业大学) 留校工作, 2004 年11 月调入东北大学任职教授、博士生导师, 2010 年调入大连理工大学任职教授、博士生导师. 作为教育部留学基金委公派访问学者, 先后于2004 年和2009 年赴加拿大University of Toronto (UofT) 土木工程系和美国University of Illinois at Urbana-Champaign(UIUC) 土木与环境工程系各进修一年.

通讯作者:
何政

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出版历程
- 收稿日期: 2011-06-04
- 修回日期: 2012-03-01
- 刊出日期: 2012-11-25

Development and applications of hybrid simulation and experimentation using opensees

HE Zheng^{1,2
, ,},
JIANG Bicong¹

1 Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China
2 College of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China

Funds: The project was supported by the National Natural Science Foundation of China (90915005, 51161120359), the Program for New Century Excellent Talentsin University (NCET) of the Ministry of Education of China (NCET-08-0096).

More Information

Corresponding author: HE Zheng

摘要

摘要:
将现代结构地震性能模拟与试验分为整体结构模拟试验和子结构模拟试验两类. 在此基础之上详细讨论了混合模拟试验的基本概念背景及其应用与发展现状. 结合面相对象有限元程序OpenSees 的高层程序架构和并行计算程序架构, 详细论述了基于OpenSees 的4 种混合模拟试验系统, 并简要介绍了多尺度一体化混合建模的概念与应用. 证明基于商业或非商业有限元软件平台开展混合模拟试验是可行的; 混合模拟试验所要处理的核心问题是如何将不同的有限元软件平台以及各个试验站点的设备联系起来, 并实现相互之间的协同工作. 混合模拟试验在强震作用下结构连续倒塌问题的研究中具有一定的优势. 指出混合模拟试验这一新技术的实质性发展离不开目前所强调的多学科之间的无缝融合.
- OpenSees, 子结构, 拟动力试验, 混合模拟, 混合试验
Abstract:
In this paper, modern structural performance simulation or experimentation systems can be classified into global (i.e. structure) and local (substructure) categories. The background, some basic concepts, state-of-the-art development and applications of hybrid simulation (experimentation) are discussed in detail within this kind of classification. Based on the object-oriented finite element program Open System for Earthquake Engineering Simulation (OpenSees) and its high-level software architecture as well as parallel computing program structure, four OpenSees-based hybrid simulation and hybrid experimentation systems are addressed. Further, a brief introduction of the concepts and applications of multi-scale integrated hybrid modeling is given herein. It has been proved to be feasible for developing hybrid simulations or hybrid experimentations based on some commercially and non-commercially available finite element (FE) software platforms. The key issue confronted is how to incorporate different FE software platforms with the testing apparatus locating at different places and to make them work in a precisely synchronized mode. Hybrid simulation technology has some advantages over other conventional analytical methods, especially for the case of progress collapse simulation of structures subjected to severe earthquakes. However, as critically pointed out in this paper, substantial development of this novel technology cannot be achieved without seamless fusion of multi-disciplinary that should be stressed right now.
- OpenSees, substructure, pseudo-dynamic test, hybrid simulation, hybrid experimentation

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