OpenSees 混合模拟试验技术发展与应用

姓名
邮箱
手机号码
标题
留言内容
验证码

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

计量
- 文章访问数:1622
- HTML全文浏览量:136
- PDF下载量:3990
- 被引次数:0
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

HTML全文

参考文献 (56)

1 凌炯. 面向对象开放程序OpenSees 在钢筋混凝土结构非线性分析中的应用与初步开发: [硕士论文]. 重庆: 重庆大学,2004

2 Fenves G L, Mckenna F, Scott M H, et al. An object- oriented software environment for collaborative network simulation. In:Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver B C: 13 WCEE Secretariat, 2004

3 邱法维, 钱稼茹, 陈志鹏. 结构抗震实验方法. 北京: 科学出版社, 2000

4 邱法维. 结构抗震实验方法进展. 土木工程学报, 2004,37(10): 19-27

5 肖岩, 易伟建. 结构实验学的发展. 建筑结构学报, 2009,30(6): 16-22

6 王大鹏. 远程协同结构拟动力试验方法与技术研究: [博士论文]. 哈尔滨:哈尔滨工业大学, 2010

7 中华人民共和国行业标准. 建筑抗震试验方法规程, JGJ1012-96. 北京:中国建筑工业出版社, 1997

8 王强, 冯帆, 张帆, 等. 基于通用有限元软件ABAQUS 的子结构拟动力试验研究. 土木工程学报, 2010, 43(增刊): 515-519

9 Hakuno M, Shidawara M, Hara T. Dynamic destruc- tive test of a cantilever beam controlled by an analog- computer. Transactions of Japan Society of Civil Engi- neering, 1969, 171: 1-9

10 Takanashi K, Udagawa K, Seki M, et al. Non-linear earthquake response analysis of structures by a computer- actuator on-lin system. Transaction of the Architectural Institute of Japan, 1975, 229: 77-83

11 Iemura H. Development and future prospect of hybrid ex- periment. Transactions of Japan Society of Civil Engi- neering, 1985, 356: 1-10

12 Thewalt C, Mahin S. Hybrid solution techniques for gener- alized pseudodynamic testing. In: Earthquake Engineer-ing Research Center Report UCB/EERC-87/09, Univer- sity of California, Berkeley, 1987

13 Nakashima M, Kaminosono T, Ishida M, et al. Integra- tion techniques for substructure pseudo dynamic test. In: Proceedings of the 4th U.S. National Conference on Earth- quake Engineering. Oakland: Earthquake Engineering Research Institute (EERI), 1990

14 Nakashima M, Akazawa T, Sakaguchi O. Integration method capable of controlling experimental error growth in substructure pseudo dynamic test. Journal of Struc- tural and Construction Engineering, 1993, 454: 61-70

15 Combescure D, Pegon P.-operator splitting time inte- gration technique for pseudodynamic testing error propa- gation analysis. Soil Dynamics and Earthquake Engineer- ing, 1997, 16(7-8): 427-443

16 Wang Y, Lee C, Yo T. Modied state-space procedures for pseudodynamic testing. Earthquake Engineering & Structural Dynamics, 2001, 30(1): 59-80

17 Mahin S, Shing P, Christopher R, et al. Pseudodynamic test method|current status and future directions. Jour- nal of Structural Engineering, 1989, 115(8): 2113-2128

18 Shing P, Nakashima M, Bursi O. Application of pseudo dynamic test method to structural research. Earthquake Spectra, 1996, 12(1): 29-56

19 Magonette G. Development and application of large-scale continuous pseudo-dynamic testing techniques. Philo- sophical Transactions of the Royal Society of London,2001, A(359): 1771-1799

20 Mosqueda G, Stojadinovic B, Mahin S A. Geographically distributed continuous hybrid simulation. In: Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver B C: 13 WCEE Secretariat, 2004

21 Nakashima M, Masaoka N. Real-time on-line test for MDOF systems. Earthquake Engineering & Structural Dynamics, 1999, 28(4): 393-420

22 Nakashima M, Kato H, Takaoka E. Development of real- time pseudo dynamic testing. Earthquake Engineering & Structural Dynamics, 1992, 21(1): 79-92

23 Horiuchi T, Inoue M, Konno T, et al. Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy ab- sorber. Earthquake Engineering & Structural Dynamics,1999, 28(10): 1121-1141

24 邱法维, 潘鹏, 钱稼茹, 等. 建筑结构拟动力实验软件的开发与应用. 建筑结构学报, 2000, 21(5): 22-32

25 邱法维. 拟动力实验中的数值积分方法. 哈尔滨建筑工程学院学报, 1994, 27(3): 120-124

26 王倩颖, 吴斌, 欧进萍. 实时子结构实验的研究与应用. 世界地震工程, 2008, 24(1): 40-46

27 田石柱, 蔡新江. 远程协同结构试验方法研究与发展. 地震工程与工程振动, 2006, 26(5): 47-54.

28 吕建民, 郭玉荣, 肖岩. 结构远程协同试验研究进展. 建筑科学与工程学报, 2006, 23(4): 38-43

29 Jr. Spencer B, Finholt T A, Foster I, et al. NEESgrid: a distributed collaboratory for advanced earthquake en- gineering experiment and simulation. In: Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver B C: 13 WCEE Secretariat, 2004

30 Pan P, Tada M, Nakashima M. Online hybrid test by in- ternet linkage of distributed test-analysis domains. Earth- quake Engineering & Structural Dynamics, 2005, 34(11):1407-1425

31 Yang Y, Hsieh S, Tsai K, et al. ISEE: internet-based sim- ulation for earthquake engineering|part I: database ap- proach. Earthquake Engineering & Structural Dynamics,2007, 36(15): 2291-2306

32 Wang K, Tsai K, Wang S, et al. ISEE: internet-based simulation for earthquake engineering|part II: the ap- plication protocol approach. Earthquake Engineering & Structural Dynamics, 2007, 36(15): 2307-2323

33 肖岩, 胡庆, 郭玉荣, 等. 结构拟动力远程协同试验网络平台的开发研究. 建筑结构学报, 2005, 26(3): 122-129

34 佟震亚, 马巧梅. 计算机网络与通信, 第2 版. 北京: 人民邮电出版社, 2010

35 张文, 赵子铭, 杨天路, 等. P2P 网络技术原理与C++ 开发案例. 北京: 人民邮电出版社, 2008

36 张翠莲, 刘方爱, 王亚楠. 基于MPI 的并行程序设计. 计算机技术与发展, 2006, 16(8): 72-74

37 Pan P, Tomofuji H, Wang T, et al. Development of peer- to-peer (P2P) internet online hybrid test system. Earth- quake Engineering & Structural Dynamics, 2006, 35(7):867-890

38 Kwon O, Nakata N, Elnashai A S, et al. Technical note a framework for multi-site distributed simulation and appli- cation to complex structural systems. Journal of Earth- quake Engineering, 2005, 9(5): 741-753

39 周炎涛, 李立明. TCP/IP 协议下网络编程技术及其实现. 航空计算技术, 2002, 32(3): 122-124

40 Mckenna F T. Object-oriented nite element program- ming frameworks for analysis, algorithms, and parallel computing[PhD Thesis]. Berkeley: University of Califor- nia, Berkeley, 1997

41 Mckenna F T, Fenves G L. An object-oriented software design for parallel structural analysis. In: Proceedings of the ASCE Structures Congress 2000, Reston: ASCE Press, 2000

42 Takahashi Y, Fenves G L. Software framework for dis- tributed experimental-computational simulation of struc- tural systems. Earthquake Engineering & Structural Dy- namics, 2006, 35(3): 267-291

43 Mckenna F T, Scott M H, Fenves G L. Nonlinear nite-element analysis software architecture using object com- position. Journal of Computing in Civil Engineering,2010, 24(1): 95-107

44 Booch B G, Rumbaugh J, Jacobson I. Unied Modeling Language User Guide, second edition. Indiana: Addison Wesley Professional, 2005

45 Agha G A. Actors: a model of concurrent computation in distributed systems. In: MIT Articial Intelligence Labo- ratory, 1985

46 Shing P B, Wei Z, Jung R, et al. NEES fast hybrid test system at the University of Colorado. In: Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver B C: 13 WCEE Secretariat, 2004

47 Wei Z. Fast hybrid test system for substructure evalu- ation[PhD Thesis]. Boulder: University of Colorado at Boulder, 2005

48 Schellenberg A, Mahin S A, Fenves G L. Applications of an experimental software framework for international hybrid simulation. In: Proceedings of the 4th International Con- ference on Earthquake Engineering, Taipei, China, 2006

49 Shing P B, Stavridis A, Wei Z, et al. Validation of a fast hybrid test system with substructure tests. In: Pro- ceedings of the 17th Analysis and Computation Specialty Conference. Reston: ASCE Press, 2005

50 Stavridis A, Shing P B. Hybrid testing and modeling of a suspended zipper steel frame. Earthquake Engineering & Structural Dynamics, 2010, 39(2): 187-209

51 Elnashai A, Kwon O. Multi-platform earthquake analy- sis of geotechnical-structural systems. In: Proceedings of the 2005 ASCE International Conference on Computing in Civil Engineering. Reston: ASCE Press, 2005

52 Wang T, Yoshitake N, Pan P, et al. Numerical charac- teristics of peer-to-peer (P2P) internet online hybrid test system and its application to seismic simulation of SRC structure. Earthquake Engineering & Structural Dynam- ics, 2008, 37(2): 265-282

53 Kwon O, Elnashai A S. Seismic analysis of meloland road overcrossing using multiplatform simulation software in- cluding ssi. Journal of Structural Engineering, 2008,134(4): 651-660

54 Kwon O, Elnashai A S, Spencer B F. A framework for distributed analytical and hybrid simulations. Structure Engineering and Mechanics, 2008, 30(3): 331-350

55 Sasani M, Kropelnicki J. Progressive collapse analysis of an RC structure. The Structural Design of Tall and Spe- cial Buildings, 2008, 17(4): 757-771

56 张雷明, 刘西拉. 钢筋混凝土结构倒塌分析的前沿研究. 地震工程与工程振动, 2003, 23(3): 47-52

施引文献

资源附件 (0)

访问统计